20031638 Ver 1_Site Plan_20070831

NEON RD
D,q~C _ CREST
$TARITA Rp, ~R
85 Y
rr W
s v 'OFF °oo j ~ T
R
/IV i~
_ ~ TAP ' Sr ~ TANGENT, 155.57 '9~/rq
CHI + RO 3' CHORD: 301.76 i ~ ~
COI COURSE: S 67'12'35" E ~ y~. ~'~q, + ~ D "'Y~.
ARi R ARC LENGTH: 304,83 ~ ~
/W ~ RAI U ~ ~ RADIUS: 619.36 Ro ~ ~
o ~ nEt W / DELTA: 28'11'56" m
Z o 80.3T ~ ~ = ~ E o
c~ ~ . ~?o ~
~ ~ 913 ~ F--
~ f TOT . ~ 1529 , ~ ~A[,4 ; : W . ~ • R4O , • . ~ , ~ 28, I4 P I ITY MA VI C N
: ~E~ CRA4EL . ~0' N.T.S.
a ~ Srgl?AGE AREA. ~ , • ~ ~
n ~ 1 i
a TYPE N ~ORII~WAY
iQ?6 R40` . ~ ` . ~ i
•
to ~ ~ nk ' R40
~ • rzaE. N ~RirEIVAr . ~ ~
tank • . , ~ ~ ~ ~ ,
• ~
?O, ?0, ~ ~ PROPOSED LEGEND
. ~ MBAR EDGE .GRAVEL " sroRACE AREA ~ ? ~ ~Ck
• ~ ~ ~ ~ ~ ~ .rte' a~ tlRiVEWAr . ' ~ ~ TREE PROTECnON 0 0
• • , i ' . ~ 'A
TH STATESVILLE AD . GRAVEL STORAGE
LAND COMPAN ~ ~ . • . . , . . . B 11526 PG 1 5 , ~~o . Ld'-8"u6o' . ~ DENUDED AREA
TM 4 -01 - ~ . X05 2
. , . ZONED: I-2 1 ~ . .
'A
• i
n . ~ ~ ~
. ~ ~ q j..;
~ ~ ~
' +.I . fN i
~ - . . • . EDI,E drAVEC , ~ Gf

~
. POND TO 8E DRAINED MI ACCORDANCE
IMT):l THE NC DWq `AND CARP.. PERMIT . , . ~ . {
1 -
~ . ~ N~ PROiPOSED USE.
.x A,L. HONBARRIER 1FIE PROPOSED SITE iNLL SERVE AS A IRUCX TERMINAi
DB 8882 PG 720 ' TO STORE TRACTOR TRAILER STORAGE CONTAINERS UNTIL
TM 045-Ott-I7 TH y I f ARE PICKEO UP FOR THERE NEXT DESTINATION, . ZONED: I-2

. , • • ~ . ~ ~ NON-J~RlSr71CTI0NAL ~ . , WETLAND. AA . ,
. • 9B SF OR D. D1. AE I
. SEE DETAIt . 1 • ~ ~ ,
• i
REOUlREMENTS = 1 SPACE 300 SF
= 3 SPACES (PER MODUTAR OFfICE)
S . i
~ • ~ PARKING PROVIDED (TOTAL)
~ ~ ! REGULAR SPACES = 14
1 H C SPACE _
•
E>7CE plalbEt ~ . • i
S1~PAfit< AREA . • . i0 N ~
~ ~ WETLAND 88 1 HT 1 F RMA TI N
~ .:EDGE CRAYE! 0 . S1ORACE AREA. ~ 8, 743 SF OR 0.20 AC.
~ . , 1 ~ NIN INF RMA TION
0+ !y ~ Q
0
TD ENTERPRISE INC, 0~ ~ . 1 9~ ~ ADDRESS: NONE ESTABLISHED 3 ' SUBJECT PROPERTY ZONED: I-2
DB 1 039 PG 037 TM~! 045-013-01 ZONING RESTRICTIONS AS PER ZONING ORDINANCE;
ZONED: I-2 . rn ;n
; . ~ i TAX PARCELS' X045-011-18 /,y045-012-01 / X045-011-06 0
~ ,
' ~ ' T TA AR A: 4 4 0 L E 5 9, 57 SOFT
OR ! 12.61 ACRES
c o ~
ti MINIMUM SETBACK; 20'
c u; o ~ . u1 MINIMUM SIDE YARD. NONE REOUlRED;
' MINIM M WH 5 U ERE SIDE YARD PROVIDED
MINIMUM REAR YARD: f0'
I
S6
, S ? N IMI T AR A= 1 A R
1

I THE SUBoECT PROPERTY IS OUTSIDE OF THE FEMA 100 Y1=AR FLOODPLAIN PER ~ CAR /i/
- - - N FEMA PANEL 37015900038 DATED MARCH 2, 1993, . O ~ ~ ~i
~~~~'s'sioti,, y ~ . A,L. HOtV6 RIER
N89'0 ' 8" ' 0 0 W 187.99 REFERENCE; DB 5931 P 451
ALL 80UNDARY AND SITE LOCATIONS SHOWN HEREON HERE SUPPLIED T 4 1 01 ' " f M~ 0 5-0 =
BY R,B. PHARR & ASSOCIATES ALL TOPOGRAPHIC INFORMAflON WAS TAKEN FROM CHARLOTTE MECKLENBURG TOPO. THE ENGINEER ASSUMES NO ZONE 2 ~ •'''FNG I NEE`'. ~ I 0 n,,, 5 i~~~ k ,
N/F' RESPONSIBILITY FOR ACCURACY OF EXISTING COND1110NS SHONlV HEREON. STORK SCREEN5 EITN R /~!~lIIIIN~~~ ~3
AMERICA, INC. . 'S rnti 8
D9 5388 PG 181
TM 045-013-12 1 STARITA ROAD TRACT c.~ . n
ZONED: I-2 i CITY OF CHARLOTTE, NC
r ti ~ flvtr cr ti r ~ ~ 1 A 1 / r _ ;f/ OTAY/~//1 Dl A1/
U"ltir-nip LD%atiLL t J~ Y(At , ~CU,u, ~1Hnevca ruWv 14 4 fAW S i
50 0 30 60 120 240 MNER: PIEDMONT PROPERTIES ENGINEER; D. KEITH RAINS P.E.
821 BAXTER STREET SUITE 312 3333 HARMONY ROAD I CHARLOTTE, NC 28201 CAWRA, SC 29704
PHONE [phone] PHONE. [phone]
( IN FEET ) DRAW 81^ CAD CHECKED &Y.- DKR
1 inch = 60 ft " NO DATE; 07-23-04
SCALE. 1" - 60, SHEET I OF 4

PROPOSED LEGEND
NENN RD
CONTOUR MAJOR (750) ~qiF _ cgFST
CONTOUR MINOR (752) STARITA RD. oR
_ ,
S ~ ~ ~ t t ~ I~ SILT FENCE o ~ 85 Y O W
7 , ~ ~ TREE PROTECTION 0 SrTON ~ U
fFl
~ ~ i' 1~ i GRAVEL STORAGE ~ 85 ~ _ ~
` I - ` _ - r 1 ~ i , i ~ ~ l f i WALE . . ..a? . Sl ~ 5 gRrp cn
_ , r - - _ t i TANGENT; 155.57 q Ro 3
- _ _ i - ~ , ~ ~ ~ ~ r , CHORD; 301.76' DENUDED AREA ~ ~ !t ~
r , i' ~ , ! f' ~ ~ RS ; S 6712'35" E a y~r COU E D ~ cy ARC LENGTH; 304.83 ~ ~e Fqo
t ; N '~o RADIUS, 619,36 s
~ i O - ~ ~ i ENTRANCE ~ ~ D DELTA; 28'11'56" UT1LlTfES m a•
r _ ~ . ~ , q , AYDUT AND /NSTALLATlON OF WATER AND SEWER SERVICES TO BE A ~ L o
0 , r _ ~ COORDINATED WITH CMUD, I ~
~ ~ _ ; ~4 r t'
3 E - 1 , ; ~ ~ , t ~ l' ~ r
15 ~ _ 2 ~i ~ 91 ~ , 28 - , . ..I4 ; I ITY MAP VI C N _ N.T.S.
A ~ i . ,
~ i , w~ PRD1ECfl
r , , ~ ~ r. (4002 ~ ~ 19
- i ~ TYP~';Il ORLVE AY ' 4~ ` E ' 1 ~ , ~ NT~ O ES, ~
~ R AN VEI4PMENT STANDARDS
t _ ~ ~ ~ 1, ALL STANDARD NUMBERS REFER TO THE CHARLOTTE/MECKLENBU G L D DE ` MANUAI.
- - ' ~ ' tank l ~ 1a ~ ~ ~ . ~ ~ ~ i 1 ~ ,
r ~ , . ~ TYpE 1! RJVEWAY 2, ON-SITE BURIAL PIT5 REQUIRE AN ON-SITE DEMOLITION 1ANDFILL PERMIT FROM THE tONINC ` ` ' A MINI TRAT R. D S 0
~i ~D,
~ - ~ ~ tank ~0~ ' ~ ~ ~ ~1~0~ ~ ~ ~ ~ ~ - ~ ~ - - 3, ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLANS IS A VIOLATION OF 1HE CITY COUNTY CONTROL ORDINANCE AND IS SUBJECT TO FINE. /
o - . ~Q ~ ~ ;
' MODULAR EDGE' C~ ~'L ` THAN f A RE WITHOUT AN APPROVED EROSION CONTROL PLAN AS A VIOLATION OF THE ~ 4. GRADING MORE C ~ , CITY,/COUNTY EROSION CONTROL ORDINANCE AND !S SUBJECT TO FINE.
' • . ~ ~ . r .OFFICE. STORAGE ARE 1 '
- - 1 rYPE'Ifl d WAY i ti. ~ F RM F ER SION CONTROL, TEMPORARY SEEDING IS NECESSARY TO ~ 5. STA81L1ZATION IS THE BEST 0 D 0 I N CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED ~ ACHIEVE EROSO
N F ~ ~ , . ` (lava) / , ti ~ ~ TREE TREE' , 'A AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN, ALL REMAINING AREAS TO BE
TH STATESVILLE AD ~ ~ ~ , ' . PIrOiEC>rt LAND COMPAN ~ ~ ~ (4002) PItOi~C>rON I I I ~ ~ SEEDED AND MULCHED WITHIN 120 DAYS, (4002) ~ ' , ~ i
~ 1526 PG 1 5 ~ ~ ~ ~ ~ ~~,~'-8"x60' ~ ~ ~r ~ r ~ ~ I, , , ' ' ' ~ ` 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIME'NF MAY BE REQUIRED BY A REPRESENTAT1Vf
~ r ~ : ~ MODULAR. TM~ 45-012- 6 ; ~ ~ • I ' TH ITY COUNTY ENGINEERING DEPARTMENT. ~I , OF EC / SWALE 1 ~
OFFICE TO POND. ~ ~ ~ ~ ' ~ ` ~ RA N TfEPER THAN 2r 1. I 'A 7. SLOPES SHALL BE C DED 0 S
~ r ~ ~ . ~ ~ - ~ ~ ~ r0 POND. . SEE - i . (SEE I l ~ . ~ XI TIN TREES DAMAGED DURING FHf INSTALLATION OF UTILITIES N7LL HAVE TO BE REPLACED,
i ~ DETAIL) 1 , , DETAIL) ' I ~ 8. ANY E S G
, _ ~ . • , /Y , , ~ ~ ~ n.~-,. II APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES, WHEN FIELD ~ ~ 9. r i~ CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED
_ _ > ~ ~ ~ ~ ~ i r I PROPERTY OWNERS.
- - ~ ~ ~ ~e , '1. ~ ` r I I I r ` ~ o ~ ' ' + ' 10, THE EVELOPER SHALL MAINTAIN EACH STREAM, CREEK OR BACKWASH CHANNEL 1N AN OBSTRUCTED
i 1 i ; ~ SILT FENCE ~ ~ TIM R r i I 30,16 5TATt AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, BE ,
~ ~ I I ( ~ JUNK AND OTHER ACCUMULATIONS. t 0 rr
~ o - EDGE GRAVEL ~ ~ ~ 1. , i b - , n ~ STORAGE' ARE , ' ~ ~ ~ i i t ~ r rr r I I ' rr 11, ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLODOWAY DISTRICT PRINCE BOUNDARY
. ' ,r r~ II ~ LINE OR FLOODWAY DISTRICT ENCROACHMENT BOUNDARY LINE IS SUBJECT TO THE RESTRICTIONS
~ r ' ~ IMPOSED BY THE FLOODWAY REGULATIONS OF THE CITY OF CHARLOTTE AND MECKLENBURG COUNTY. I I i r' 1 r
- ~ • ~ , f ~ . - ~ ~ ~ ~ POND TD BE DRAIN IN ~ACC~ RDANG ~ ~ ~ ~ ~ ~ - ~ WITH THE NC DWQ ND CORP.. PERMIT ' r ' NT HA NOT REVIEWED THE r i , r 12 THE (CITY OF CHARLOTTE/MECKLENBURG COUNTY) ENGINEERING DEPARTME S TY
ti ti` ~ 1 n H r J r STRUCTURAL STABILITY OF ANY RETAINING WALLS ON THE SITE AND DOES NOT ASSUME RESPONSIBILI i~ ~ r ~ . , I r ; , r,? ~ FOP THEM.
\ h ' ~ n ~ / ~ ,r r
~ ~ ~ ~ ~ ~ , ' / I ' ' ! N F 13. NOn-STANDARD ITEMS (!E' PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A b ~ ~ ,
' ~ ~ ~ ~ ~ V' '.'V ~ ~ r ~ A,L'1 HONBARRIER R1G~1T-OF-WAY ENCROACHMENT AGREEMENT WITH THE (CHARLOTTE DEPARTMENT OF
h t.. ~ DB $$$2 PG` 720 TRANSPORTATION/NORTH CAROLINA DEPARTMENT TRANSPORTATION) BEFORE INSTALLATION, ' TM 045-01'1-17
~ . ~ . ' ' ~ 14. ALI. GRADED SLOPES MUST 8E SEEDED AND MULCHED WITHIN i5 DAYS OF COMPLETION OF GRADING, ' ZONED I-~ ALi REMAINING AREA5 ARE TO 8E SEEDED AND MULCHED ?MTH1N 90 DAYS, i~
~ ` \
• ~ .1." - ~ ~ NON-JURI D.1CTlONA ` CHECK DA1N l ~ ~ . 15. CIV'L/SIIE ENGINEER TO Bf GIVEN 24 HOURS NOTICE PRIOR TO THE START OF CONSTRUCTION,
~ ' 16. THE CONTRACTOR SHALL SECURE PERMITS FOR GRADING, STAGING, OR STOCKPILING MATERIALS OUTSIDE
~ 1 - ~ - , SEE D TAIL ~1 / , _ ~ , ~ ~ THE LIMITS OF INf PROJECT Siif l
~ \ ~ / , . TIN WITH 1H ITY ROSIDN CONTROL COORDINATOR NSPECTOR
o r , 17. FAItURE TO SCHEDULE AN ONS/TE MEE C A 11V1 E C ~ ATIDN OF THE STATE OF N TH CAROLINA ' ~ ; I ` • 48 HOURS PRIOR TO ANY LAND DISTURBING C TY IS A OL
1 r ~ ~ ~ ~ ~ t i.' ~ ~ . , i ~ • ~ I ' ' ~ ~ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE ~ ^ ~ ,
' ~ ~ s ' ~ , ~ 1 N1N AN I MANUAL U.S DEPARTMENT OF AGRICULTURE, 8• EROSION AND SEDIMENT CONTROL PLAN G 0 DES CN ,
. F ~ ` T -M N R ROSlON CONTROL ORDINANCE, AND THE r ~ U, S, SOIL CONSERVATION SERVICE, CHARLO >f fCKLE BUG E
i , ~ i' ~ ~ ~ 1. i ~ ' ' ~ ` . CITY OF CHARLOTTE ENGINEERING DEPARTMENT, ° 1 ~ ~
i ~ ~ ~ ~ i ~ ~ ~ N ` J TH TRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALt EROSION CONTROL DEVICES A D ~ ~ ~ ~ 9. E CON
~ ti~ , ~ ~ , / ~ \ i , V ~ 1 . , \ ~ ' . ~ STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE
, ? ~ EDGE Glt VEL . _ ~ ` CHARLOTTE-MECKLENBURG EROSION CONTROL INSPECTOR SD THAT PERIODIC INSPECTIONS CAN 8E ~ ~ PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. \ \
~ ~ S ORAGE AREA ~ N= '
i _ e INE1'~ !~D'BB 2D. A GRADING PLAN SHALL BE SUBMITTED FOR ANY COT GRADING EXCEEDING ONE (1) ACRE WHICH WAS NOT ,tn \ Q
t fOt;E GRAVEL ~ ~ 0 ~ ! ~ ~ 'STORAGE AREA.. , 8, 743 SF `~R 0. AC.. INCLUDED IN A PREVIOUSLY APPROVED GRADING PLAN, ~ ~ i
t ~ 1 , h ~ 11 . ` f STA 1LIZED WITH SYNTHETIC OR 2 . 1F NECESSARY SLOPES WHICH EXCEED EIGHT VERTICAL FEET SHOULD BE B ~ ~ ~ ~
w, ! i - 1 ~ ~ij 1 w ~ { ~ VEGETATIVE MATS, 1N ADDITION TO NYDROSEEDING.
1 r N/F ~ , i ~ , ~ ~i . ~ i ~.1 O ~ ` 22~ SCREENING AREA TO MEET REQUIREMENTS LISTED IN SECTION 12.303 OF E-
TD ENTERPRISE INC. T~ ~ ` SWALE 1~, THE CITY OF CHARLOTTE ZONING ORDINANCE. 3
DB 11039 PG 037 l ~ ro POND ~ ~ ~ , ~ ~ R T A FINE FROM ~ ; 23. ANY TREES DAMAGED N7THIN THE TREE PROTECTION ZONE N7LL ESUL
TM~! 045-013-01 ~ , ~ ~ , ZONED; I-2 ^ ~ ' ~ I THE CITY OF CHARLOTTE. t ; ' I
\ ~ i i `"may ~ ~ ~ o ~ ; ~ l~ , , ~ ~ r i
~ ~ + ~ 4 ~ I I l ~ I
` \ rr,~ 1 i 7 \ . ` - ro T I'
\ ~ ` OP ; 140 ~ FRATI -~I SI HTINOM N
(736) SILT FENCE 30, T6)
~ s , ~~J t i i 1 ~ ~ ' o ( ; ~ RMA T1 N rl ~ . ZONING INFO 0 i N I
i ~ BMP PONO PER, O
NC DWO PERMIn ~ ~5 I ADDRESS NONE ESTABLISHED
I R( -RA i SUBJECT PROPERTY ZONED: I-2
` ` ~ , SL PE i ' S ' ~ ~ ZONING RESTRICTIONS AS PER ZONING ORDINANCE:
^ ~ TAX PARCELS 045-011-78 045-092-09 045-011-06
'~s; ~ FOREB ~ 'o. ~i
~ o , o. ' TOTAL AREA: 549 457 SO. FT.
A ~ ~ Y , , Y~ OR ^
, ~ 12.61 ACRES
~ , . - _ _ . f ~IINIIUIf/~ ~ CARD ~
~ 40~ - ; MINIMUM SETBACK: 20
- - ' , ' - - `ti ~ N` MINIMUM SIDE YARD: NONE REQUIRED; •.,9 5' MINIMUM WHERE SIDE YARD PROUlDED ` ~ '
~ , r i ~ N89'00 08 1 ~ ~ . A,~, NONE RIER'. r - SEAL
1 i REFERENCE, , 87,99 - ALL BOUNDARY AND SITE LOCATIONS SHOWN HEREON N'FRE SUPPLIED i i , ~ DB ~ 5951 f~ 451 MINIMUM REAR YARD: 10 026153 i ' ~ II ~
BY R.B. PHARR dt ASSOCIATES ALL TOPOGRAPHIC INFORMATION WA5 TAKEN I ` t 045-01, X01 ~ - ~j •'FNCINE`~~'~ 'ZONE ` DENUDED L1Mi TS AREA - 72, 00 ACRE ~ ^ ' ~
FROM CHARLOTTE MECKLENBURG TOPO. THE ENGINEER ASSUMES NO ~ ' ~ ~ r ~ ~ , / ITH 1 `t ~,Elml, 23
N N WNHR ITI 0 EEO , R PNIIITYFRA RAY F TIN N OSSH ES O SBL 0 CCU C 0 EXIS G CO D , ' ' STORK SC ENS ,
~ ~ ~ - - ~ ' ~ ~ ' `AMERICA I C ` ` THE SUBJECT PROPERTY IS OUTSIDE OF THE FEMA 100 YEAR FLOODPLAIN PER
~ ~ DB~5388PG 1~''h~ •S• 0 U FEMA PANEL 37015900038 DATED MARCH 2 1993. ' c
' TM 045-Ot3-12 N ~ , r ~ STAAIi'A ROAD TRACT _
~ ~ ~ ZONED; I-2 - ' ~ ; CITY OF CHARLOTTE, NC t ~
l`-% • 1 . ` ~ f [1RADMf? DRr4NA(f EI#O~OMCO1V1~iOL PLAN
%d111'11 111V UVL]LLL f
60 0 ao 60 120 ONNER; PIEDMONT PROPERTIES ENGINEER; 0, KE17H RAINS, P.E. 821 BAXTER STREET SUITE 312 553J HARMONY ROAD
CHARLOTTE, NC 26202 CATAMA, SC 29704 PHONE: [phone] PHONE• [phone]
DRAW BY.' CAD CHECKED BY; DKR
( IN FEET) JOB NO. DA 7F.- 07-2J-04
1 inch = 60 ft. f
v SCALE.' 1" - 60, SHEET 2 OF 4
Gtr] S
v

I
1
' ~ 51CQ POSt 8' MAX. r ~mg5,r , STEEL POST X . POST Q
> Yb ry~`,.'FO°•~.• WIRE FENCING WIRE fENG]NG ENC;NC TEMPORARY SILT DITCH 1 OR FLATTER ~ SEE DETAIL STD. 30.05 2
{ ~:';:•~'rd SLOPES TO B '"x%'"°' °'Y,i'F. FILTER FABRIC FABR,c SEE NOTE °
'•r~r',>><%;n°~;,,' yrk~~,,, STABILIZED TO z :7 ~0 , Ap~~yo;i X ~ R j, IOE SLOPES ~M'°'~ y~~i„^o:~ys^ S;°• ,.-y. ,rNT~ 0519N ^J WOVEN FILTER FABRIC o ^W~
'%"SBETWEEN 4: 0 „~~,,,J;d.,v;h,~wi,'sr, e•T'?r' tiii,y~. " d OR6 ,3' q; v v ~ ~,7i°aAND 1Gk~wvl., ~~r, p-~~.`r,~y ~ FyY oe~' • 0~
a~"
, k M`,~~ .,,at: ";yA,,,~;,, ^ ';t,,~:~~' a^ NO TREES ON _ I I I I II I I I- -1~ 9' L ra'B p,s~,;,-,. ' _ EMBANKMENT -Li- ANCHOR SKIRL 6" MINIMUM 10~ CONSTRUCTION
. . RIP RAP INLET 'r i4A'~,; . - - - _ _ cAMy ~ urn' - sKi~ e' MirvwuM ACCESS F BURYING SHIRT, 6° OF
•'R w ~~j; OUTFACE PROTE r ~"!=11~ I!-' - PROTECTION , . , , ~ ~ II - gaLwasHep sroNlE Mn~le usco , ~ ` , LARGE RIPRAP ovER TuRNOOwN. OR INLET PIP y IM NT ~ :D STONE MAY BE USED ~ 1 OR FLATTER X I, NoowN. TEMPORARY Z ~
SED E q FOREBAY ~ .'vi ~;r,;' GENERAL NOTES e ;e;,; ~,g .y RISER r STEEL PO51 SILT FENCE MIN, PosT SEE DETAIL
a •~/K' , _ ~ ~ ~ W/FLOOD 1, FILTER FABRIC FENCE SHALL BE A MINIMUM OF 3Y IN WIDTH AND ~ ~yy OR TRAS RE SHALL HAVE A MINIMUM DF 6 LINE WIRES WRH 1Y STAY SPACING. WIRE FENCING W,~t rENCiNC STD. 30.06 °
,`,~i~«`1y; ~ ~ ~ " ~ ~ RACK ~ .L ~ Q, WOVEN FlLTER FABRIC BE USED WHERE 511 F NC I T REMAIN Z y ~ i r L E E S 0 FLIER FABRIC ~>~'Jr{'vo,,,• FOR A PERIOD OF MORE THAN 30 pAYS. ~ raeRic WIRE MESH
~:«?c,'ys,' ~ Q ROCK DEFLECTORS 3. STEEL POSTS SHALL BE 5-0" IN HEIGHr AND BE OF THE o ~ ~ ~5 WASHED STONE '>i a7y}. ,Y~+n U4r A. ?ti!n.4':~~:~"'T'Ti.-..''ei~nr,,, ' . ~e'~'~''r A R SELF-FASTENER k! ^ - f• 2 = .RZ'; : O (S EO~D) ClE STEEL ttPE. E ~ dt iHED STONE
w%'~''' e ~ =Q:~ o u n ~ >re?~. ~ _ ~ ''j;c/yam ~ b^ - Q 4. WIRE FENCING SHALL BF AT LEAST X10 GAGE WRH A MINIMUM OF N E~J' se97i':7} 4r ~I J. `7%~; ;~p•;Cy6';'~y ~:.^`t5"^„t?>'si;4,r,;,,y ~ . ~ 6 UNE WIRES WRH 12~ STAY SPACING. E~y = -
r, A. ~ ~.~ria y / ~ ia`,}~,5r. r"' I it ~ ~ ~ r'~'
C) ~ ^s'rr '3,,,.?s -$-i ` S. TURN SILT FENCE UP SLOPE 0.T ENDS. ~ ~ .r 'zoy~.,.~ c~ra. f 6. WIRE MESH SHALL BE MIN, 1J CAGE WITH MA%IMUM 12' OPENINGS, Q ~p ]c,'r'4,~~'e•,~c,'k'r;?;'"% ~-~~~~5 .f. F <~l~ ~',Mv: B" DIP EMERGENCY
`%rw`s'!'%~v~'•~,, "4:f'Y~;% :ck~;ay.:MHC •^f:~EY„~.,.- L 1 r2 • ,~y,~z,r,{rr,; , ~ r?,t~ DRAIN 7. WIAE AND WASHED STONE Will BE REQUIRED AND NOTED ON PUNS WHEN: ANCHOR $KIR7 a ~ ^ ~ ~'3kr4'g ri t'i. v as A Ai TOE DF SLOPC$ GREATER THAN 10 FEET VERTICAL (2.1 SLOPE) 6 MINIMUM t ,..r..~,,;x. lr..~ HoR sxlRi NOTE: dINIMUM
'~J ~,r o%d;,: >e B. AT DENUDED LIMrt z~rr«'io-;9 s1~'-9a/ OR LESS AWAY S WHERE AN UNDISTURBED BUFFER IS 50 FEET MAINTENANCE `'DIES; ;r. ,x;.°1' tc° DIVERSION DITCH SHOULD FLOW INTO SEDIMENT BASIN ROCK CHECK DAM, OR SLOPE DRAIN
RESERVE ON-SITE ' ~ B. ORANGE SAFEtt FENCC IS REQUIgED AT BACK OF SILT FENCE 1. FIVER BARRIERS SHALL BE "ECiED BY iNE FlNANCIALLY
DISPOSAL AREA FOR (WRHIN 5 FT.) WHEN GRADING 5 ADJACEM TO SWIM BUFFERS RESPONSIBLE PARtt OR a6EM IMMEDIATELY AFTER EACH . DREDGED SEDIMENT (REFER TO SWIM BUFFER GUIDELINES). RAINFALL AND AT LEAS' DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED BE MADE IMMEDIATELY,
2. SHOULD THE FABRIC 0-. -:%OSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USASt °E AND THE BARRIER STILL I$ NECESSARY, THE ~ ITY P TA L L
FABRIC SHALL BE REPUCS.~ '+OMPtLY. 30, ~ 6
3. SEDIMENT DEPOSITS SHOUL`: ?EMDVED WHEN DEPOSTS REACH APPROx. ! HALF THE HEIGHT OF THE S~ ANY SEDIMENT DEPOSITS REMNNING IN
PLACE AFTER THE SILT PENL' zFMOVED SHALL BE DRESSED 70 WNFORM TO THE EXISTING GRADE, PR. ';7 ANO SEEDED.
T A TP T
T IT EMPORARY S l FENCE TP

~I NOTES:
(2) 12" DIAMETER ORIFICES 1. A STABILIZED ENTRANCE PAD OF ~5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
' NORMAL POOL ELEVA710N = 735,00 RIP ~ FlLTER OR HOOD OR 0 ELEVATION: 736.00 EQU ALENT FlLTER 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
TRASH RACK WEIR ELEVATION= 739.00 _ T MP RY ' 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
TGP of POND - 7ao.3o E ORA SEEDING FOR WARM AND COOL SEA50t`, ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
' EARLY SUMMER SEASON ~EEP SLOPES STORMWATER STORAGE STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
2 SEDIMENT FOREBAY EMBANKMENT I a SEED NG 4 1, , I 4' X 4 CONCRETE OUTLET STRUCTURE 0 bs/acre of German millet bs/acre Rye (grain) 1 lux t MAX INVERTED WATER QUALITY ORIFICE IE = 73090 MIXTURE BO Ibs acre of tall fesue B;` s/acre toll fesue WHEN APPROPRIATE WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN 5 WASHING IS REQUIRED, lT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
3' DIAMETER 0 ELEV: 735.00 (6" THICK WALLS) / ANTI-SEEP APPROVED SEDIMENT BASIN SEE STD. NO. 30.11 B.
- _ COLLARS Moy 1 -August 15 `rr 25 -December 30 ( ~ - - - 6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO
_ --ffi=Tfl=Tff=Til=1T~ ~ ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
IE ~ 730.00 SEEDING Retertilize if growth Is not fully adequate, E' =n December 30 -February 15, CLAY OR GEOTEXTILE LINER - _ DATES ;d 50 Ibs/acre of annual Kobe lespedeza• 4" FOREBAY DRAIN WITH (IF EXISTING SOILS ARE PERMEABLE) 15, be lespedeza.
SLUICE GATE OR VALVE Apply 4000 Ibs/acre straw or equivalent r 4000 Ibs/acre straw or equivalent 100' MIN. ivolent PUBLIC STREET
60 LF - 30 "RCP 0 1.50X hydroseeding, -,eeding, 1; K 12" CONCRETE FTG
BOTTOM OF POND = 731.00 SEEDING Apply lime and fertilizer per soil rests, or 2000 A; .lime and fertilizer per soli rests, or 2000 ests, or 2000
AMENDMENTS Ibs/acre limestone and 750 Ibs/acre 10-10-10 I';acre Ilmastane and 75D Ibs/acre 1D-10-10 fertillzec 'ertilizer. icre 1D-10-10 EXISTING GROUND' z ~ - 501E STABILIZATION FABRIC
UNDER #5 WASHED STONE
TP Pe
- TI r SEEDING SE EDUCE 100' MIN. ~ i
,
' GENERAL NOT S: 'JOJ i, - W W
CC I--
1, BMP BASIN TO BE USED AS A SEDIMENT BASIN UNTIL fiHE SITE IS FULLY STABILIZED, s U
2. SLOPES OF BASIN TO BE STABILIZED WITH CURLEX I VEGETATP.. MAT OR APPROVED EQUAL. ~ J m
GENTLE SLOPES STEEP SLOPES D_
100 ' acre Tall fescue SEEDING 30 ' acre Sericea lespedeza
MIXTURE 60 Ibs/acre of toll fesue (uc -,ified after August 15) ' 'bs/acre Kobe lespedeza
FALL: August 25 -October 1,L: August 25 -October 15
Late winter, February 15 -April 15 '.2 wlntec February 15 -April 15 i
SEEDING To extend spring seeding into June, add extend apring seeding info June, add add T TI TRANC TA I I R C ON EN B ZED CONS U S L
DATES 15 Ibs/acre hulled Bermudagrass 5 Ibs/acre hulled Bermudograss Overseeding of Kohe lespedeza over fall-seeded °-seeding of Kobe lespedeza over Poll-seeded loll-seeded 30,11 A
tall fescue is very effective. tall fescue is very efieciive.
' SEEDING Apply ' and fertilizer per soil rests, or 4000 Apply lime and fertilizer per soil rests, or 40D0 ,ts, or 4000
AMENDMENTS Ibs/er, :limestone and 1000 Ibs/acre 10-10-10 Ibs/acre limestone and 1000 Ibs/acre 10-10-10 fertilize fertilizer. .re 10-10-10
i
NOTE 1
Ground Cover-- Wherever land e!sturbing activity is undertaken on d tract comprising mare than one (i) acre, a ground cover sufficient to restrain erosion must be planted or provided wiih(n 15 working days or 90 calendar days. ;re, a ground
' NOTE 2
Graded slopes and fills-- Within 15 working days or 30 calendar days, or completion of any phase of grading, whichever ding, whichever
period is shorter, slopes shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain erosion, ficient to restrain
i
SEEDIN H G SC EDUCE
i JO.t7A
CONSTRUCTION SEQUENCE
~1~ NOTE:
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT, 12' SUPPLEMENTAL ACCESSIBLE SIGN (R7-8e) USED IF
2. SET UP AN ON-SITE PRECONSTRUCTION CONFERENCE WITH THE EROSION CONTROL INSPECTOR OF THE CITY OF CHARLOTTE ENGINEERING THERE IS ONLY ONE REQUIRED ACCESSIBLE PARKING
DEPARTMENT (ph, 336-4258) TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 18 OF THE CITY CODE AND IS SUBJECT TO FINE. ADDITO(NALSREQUIRED VAN ACCIESSIBLE SPACE. (SEE ~ STD. N0. SD,108)
3. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES, TREE PROTECTION AND OTHER MEASURES AS SHOWN ON PLANS, I CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. VAN + A~~CESSIBLE SIGN R7-8e
4. CALL 336-2291 FOR ON-SITE INSPECTION 8Y ENGINEERING INSPECTOR. WHEN APPROVED, ENGINEERING INSPECTOR ISSUES THE GRADING
PERMIT, BEGIN CLEARING AND GRUBBING AFTER PERMIT ISSUANCE, F:ESERVED PARKING
5. MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH +SIGN R7-6a
PHASE OF EROSION CONTROL MEASURES. s/e" ImIaL) 1111111 C ~
I 7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISH GRADE.
. ~ B. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE 'MTH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND ?oQ~ 4'. GS20-37.6
DESIGN MANUAL, U,S. DEPT. OF AGRICULTURE, U•5 SOIL CONSERVATION SERVICE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE AND THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT. IdAXIMUM oENALTY - : 63
i SIGN R7 8D R7-8D ,z S 2s0
9. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE CITY OF CHARLOTTE EROSION INSPECTOR SO THAT PERIODIC INSPECTIONS CAN LEGEND AND BORDER - ~ a i p~'''•FNG I N6E~0~ 5 SEND AND BORDER -GREEN ~ c kFI iH ~P\~`~O
BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. BACKGROUND -WHITE CKGROUND -WHITE pN ////11111111111``
~z 2 SIGN APPROVED fOR USE UNDER GENERAL STAME 20-37.6 ~
i RA T N N L ~ FINISHED GRADE N v
R7-BD PENALTY SIGNS ARE REQUIRED TO •:~K•,;,,,c: ACCOMPANY ALL R7-Bo PARKING SIGNS
ERECTED AFTER DECEMBER 31,1990
= r'~ ~ _
I STARlTA ROAD 1RACT
I CITY OF CHARL TE, N - SUPPLEMENTAL ACCESS BI,E
_ AAISY`ELLANED[~tS DFTAlLS
SIGN (R7-50)
OWNER PIEDMONT PRoPERRE5 ENGINEER, D. KEITH RAINS P.E. 50.100 B21 BAXTER STREET SUITE 311 3333 HARMONY ROAD
CHARLOTTE, NC 28202 CATANBA, SC 29704 PHONE' [phone] PHONE.- [phone]
DRANK BY' CAD CHECKED BY: DKR
JOB NO. DATE..- 07-23-04
4 ..SCAL€r NTS _ SHEET 3° or

T
4'-0°
i
- REMOVE ANY BROKEN OR 6PAgNC VAWEB NOTES;
DEAD AND DISEASED UMBS SEE LANDSCAPE PLAN 1. WHERE A TYPE III DRIVEWAY 1S APPROVED BY THE CHARLOTTE DEPARTMENT ~~.d.. ~ ~ ~ ~
~I OF TRANSPORTATION (CDDT) THAT CONNECTS TO AN EXISTING SIGNALIZED ~ ~ ~ ~ a ` e d
TYP. caLAR NN, 2• HT, INTERSECTION, OR AT A LOCATION WHERE A TRAFFIC 51GNAL INSTALLATION IS PROPOSED BY CDDT BASED ON A TRAFFIC IMPACT/SIGNAL WARRANT
MN. 3" UYER STUDY, A FULL DEPTH ASPHALT PAVEMENT (2 IN. I-2, 6 IN. HB) IS REQUIRED. SECTION A-A THIS PAVEMENT DESIGN IS REQUIRED IN THE DRIVEWAY EASEMENT (100-FOOT
OF IPPROVED NOTES; MULCH MINIMUM) TO MAINTAIN DETECTOR LOOPS AND PAVEMENT MARKINGS. A TRAFFIC
1. OMIT COLLAR AROUND EACH SHRUB ^ • • SIGNAL WILL BE INSTALLED ONLY IF CDOT DETERMINES THAT ONE IS NECESSARY BASED ON A TRAFFIC STUDY OF CURRENT CONDITIONS.
~ WHEN IRRIGATION SYSTEM IS PRESENT. "B^ ".";'M;'r~~ MN. r"IM1 o ~~~*i~tS'~ - 2. INSTALL TOP OF PLANT BALL W^w!~"! 2. A CONCRETE GUTTER IS TO BE USED EXCEPT AT EXISTING OR PROPOSED TRAFFIC SIGNAL
•v TRExCH ARLXAVD DITCH Q S(%) SIDE D (f t) W (ft) B (ft) n V STABILIZATION 2" ABOVE ADJACENT GRADE, ENnRE PLANING BED ND. SLOPES FT/SEC LOCATIONS. AT THESE LOCATIONS ADDITIONAL DRAINAGE REQUIREMENTS WILL BE NECESSARY
3. TAMP PLANTING MIX FIRMLY EDGE d' ` AS PIT IS FILLED AROUND PLANnNO Bm T MN TAMP SpL Mx UNDER (M11) EAW PLANT BALL TO TO ELIMINATE. THE NEED FOR GUTTER ACROSS THE DRIVEWAY CONNECTIONS, 1'-6" CURB AND GUTTER (STANDARD N0. 10.17A)
EACH PLANT BALL. CUT R00T5 AS NECESSARY MIMMIZE SE7n.EMENT 4. SOAK EACH PLANT BALL AND N CONTAINERIZED PLANTS 3. THE DRIVEWAY MUST RISE 6" FROM THE GUTTER LINE TO PREVENT RUNOFF FROM ENTERING DRIVEWAY. 24' MIN.
Pir IMMEDIATELr AFTER iH0.T ARE POT BOUND 1 499 CFS 1.5% 2~1 2.0 14,0 6.0 0,035 4,84 GRAVE! ~nTTDN/s)DEs W/ DAMS INSrauATlaN. TYPICAL PLANTING BED DETAIL 4. FOUR (4) FOOT GUTTER WILL NOT BE REQUIRED TO DIRECT WATER ACROSS VARIES - MINIMUM ENTRANCE FOR 2 LANES
DRIVE IF THE: DRIVEWAY GUTTER SLOPE IS GREATER THAN 2%, OF TRAFFIC IS 26' FACE TO
FACE OF CURB. 5. ALL DRIVEWAYS MUST MEET THE CURRENT CITY DRIVEWAY REGULATIONS AND NCDOT REQUIREMENTS
o TgW7.QQE R~Yb RED FOR SPACING, SIGHT DISTANCE, AND OFFSETS FROM PROPERTY LINES AND INTERSECTIONS. 0
UP TD MAX tY FINAL Yb 0 CENTER OF BED GRADE W (ft) ~ TRANSITION FROM 2'-6" CURB TO 1'-6" CURB AND GUTTER IN
z'/Fr~ 20'-0" PER STANDARD N0. 10.20
EXISTING EQUAL SPACING EDGE ~ ~ GRADE BETWTEN ALL PLANTS PLANTING FREEBOARD 1/2" EXPANSION JOINT (TYPICAL
eeD END OF EACH RADIUS)
TYPICAL BED MOUNDING TYPICAL PLANTING BED PLAN ~ I 4 v RIGHT OF WAY
Q M
SHRUB PLANTING 8E0 26' MIN, ACCESSIBLE RAMP -STANDARD
goose N0. 10.31A OR 10.32A (TYPICAL GROOVE JOINT PER STANDARD
~ EACH SIDE) N0. 10.178. w
a
~ 2'-6" CURB AND GUTTER 4~ CONCRETE GUTTER STANDARD NO. 10.17A} (
B (ft) 5~ (MIN.)
A
i GROOVE JOINT
IT I D CH SECTION
A CONSTRUCTION JOINT
OR GROOVE JOINT
SEE APpRCVED TREE I. aENOVE ALL BAAPoCRy UPON CONPtLTVN Q PROJECT, PRESERVATgN PUN FOR 2. UND6CAPNG PUNS BXALL SHDw THE LOCADDI6 OF ALL TREE PR01ECipN iENCES TRANSITION FROM 7" DEPTH AT LIP TO 10" DEPTH AT 4' CONCRETE GUTTER R
c REWIRED PADAl6 d REFER TO CRT DF CWRWrrE IAN06C1PE CONSTRUCRON $TANDAR66 SECNON D1000 OF TREE &RRIER fOR CEHENL SPECPIGVVN REGARDING TREE PRO7ECnON.
PLAN
i

f
i ~o~2s
.PLAN VIEW OF ROOT ZONE
ONE FOOT FOA EACH INCH OF TRUNK DLLVEIER
OR 1/Z HEICM OF TREE ~ FOR PRUMMO SEE wHICIAYER 16 GRUTER y NAnONAL ARBORISF y ~ GENERAL NOTES: DRIVEWAY WIDTH VARIES 4'-0" 4'-0"
rssocunDN sPEa. F B' BARK MULCH, PLACE BaRI( (SEE TABLE BELOW}
Nw.cHATAREASNOr ALL CONCRETE TO BE 3600 P,S.I. COMPRI OFM TREES AND SCRUB OR UNDERo PRDTECFEO BY BARRIER, GROWTH SH4LL BE CUT FLUSH WPH,I 00 P.S.I. COMPRESSIVE STRENGTH, 70P OF CURB
TREE uMe ADJADEM cAADE~ No cnuselNC A 1 ~2" EXPANSION JOINT WILL BE REQUIR REMOVAL ALLOWED UNDER DRIP LINE, WILL BE REQUIRED WHERE
WHERE THE SIDEWALK JOINS ANY RIGID S1 zoa~ oRaN~D~sAi~Ti FE aNC~L6 ° SEE STANDARD 10.22. NS ANY RIGID STRUCTURE. 12 MAX. 12 MAX. ~1 1~ i_
MAY BE USED.
THIS G%TAIL TO BE USED ONLY IN CONJUP WITH MONOLITHIC SIDEWALK AS ON STANDI ONLY IN CONJUNCTION K AS ON STANDARD SECTION A-A
N0. 10.?_3
TREE PROTECTION DETAIL
+0.02 SEE NOTE 1
' NOTES; B r ; 1/2° EXPANSION JOINT 1/2" EXPANSION JOIN
1, PAY LIMITS FOR WORK DONE UNDER CITY NOTES; OF CHARLOTTE CONTRACTS ARE FROM 1NE UNDER CITY ~ z i ARE FROM ~ ~ w ~ to ~
EXPANSION JOINT TO EXPANSION JOINT, I 1. OMIT COLLAR AROUND EACH SHRUB NOTES; ANSION JOINT, Z 2ra, o w W ~ W o N ~ ~ N
VMEN IRRIGATION SYSTEM IS PRESENT. I. clAy! oR NEDNN sac a mNw Axo uNmN. WImN w+0 DcnN pF uADN ~ 2. ALL C?!VEWAYS MUST MEET THE CURRENT f ~ io eE xsaN[D er ixt [NaNtcn. :T THE CURRENT CITY A ~ o N o > ~ A
2. INSTALL TOP OF PLANT BAIL OUND SOIL FIRMLY z. arta ro nl[ cNwlartE M[cxuNeuac srORN wu[A D(s6x NaIwL roa DRIVEWAY REGULATIONS AND NCDOT REQUI 2"-3" ABOVE ADJACENT GRADE. tip. AROUND RAISED R OT BALL AraOx oESOw srANpwpB F R PA IN SI HT I TAN AN EF ET`, VD NCDOT REQUIREMENTS I _ v, ~
MIN. 3 LAYER O s. RroPU sxoulp Lxr[NO w NI711 mpES rx rXt AoRnl ANp ANauND rxE ExD 0 S C G, G D S CES, D 0 5 DF APPROVED ~ DR rut Rwt DR cul6aRt A7 ra DecNAApt aRln a A MwINW eloPt a i TAMP PLANTING MIX FIRMLY MULCH II µe A rsnM Nm 1t11 THAN Tao rHlAOe rwt ~ pwttrfA as PROPERTY LINES AND INTERSECTIONS, CES, AND OFF5ET5 FROM ERSECTIONS, `-BEVEL CURB TOM T DRIVEWAY PAVEMENT
AS PIT IS FILLED AROUND ~LYYRI H[IDM. ~ EACH PLANT BALL. A, nIER[ swu eE ND DvEAFLON FaDAI THE END a TV# uADx ro nc
yURFk[ OF iN[ RECENNO CxANltl. THE kU TO BC PAVED OIE RPPo~ PEO TYP. COLLAR TOP OF ROOT BALL 2"-3' sxuL aE uxpEacm so iNAr ixE INVERr of rx[ uRON sxKl e[ Ar rl~ 4, SOAK EACH PLANT BALL AND sW[ DRaE (FLUSx) wrtN TM sLNFk[ DF THE acExmp cPANVn. ix[ MIN, 2" HT. ABOVE EXISTING GRADE 1P0.0H sxut wvE A cvroFT oa rDE wALt Ar TxE DOMSfRtAU ENO. 1'-4" DRIVEWAY WIDTH VARIES 4,-0„ 4,_0,.
PIT IMMEDIATELY AFTER s. n[ 'amX of ra Ek a TIE APRON swAl aE EDWL ro 7H[ BortaM INSTALLATION. 4" WOTI OF THE RCCEMNC CN1N:El. MIXINUM TAPER iD RFCEMNC CHINNn y:t (SEE TABLE BELOW)
N N1 suecRaee Faa sraLNauRE ra eE COMPAt7ED ro syx oR cRFAmT ~ DRIVEWAY CLASSIFICATIONS 5. SEE SPECIFICATIONS FOR OTHER ASSIFICATIONS I
' ,.,"9 7, 11[ PI/CANO D< FAL, [rtXER LOOBE OR COMPkRD IN TXE aECEMND PLANTING REQUIREMENTS. cNNar1 swlL Nm e[ aLOw[N ~ e B" e• TYPE DRIVEWAY MINIMUM B MINIMUM MAXIMUM FLAN
& NO BCN06 OR CUANS N 7XE NORIZOa/1 WONMEM OF rNE AgiON b MIN. ;'~,"v, MIN, wsi aE PEaum[D. _ 15' 3D' 4'- "MIN.
"V" TRENCH AROUND ~'r' ~ "•F^1 e. p[RCroINO DN BIXL ONIDAVM6 wgIIFO next pR nne rwAlo TYPE I- RESIDENTIAL 15' I will BE NECESSAM UNDfa RR Ru, ENTIRE PLANTING BED 6
i 1p. ANi DI6rUR8[D ARE/. FRDN END OF A"RON 70 RCCIEMW CXNIN(L Nusr e[ srAauz[D, NMwAt cwDE W DNE-WAY - TYPE II 20' 3-1/4° ' 20' 30' 5-1/4" -1'-4"
EDGE OF PLANT MIX COMMERCIAL PLANTING BED (AS SPECIFlED) mP ~ 1 4" PER FT. '
N ~I TWO-WAY -TYPE II 26' COMMERCIAL 26' 50' GROOVE JOINT 1 4" PER FT. MAX. 1 " f-- o, A
CUT ROOTS AS NECESSARY TAMP SOIL MIX UNDER IN CONTAINERIZED PLANTS EACH PLANT BALL TO PAVEMENT a e ~ a.° - e e. d.
' THAT ARE POT BOUND MINIMIZE SETTLEMENT NOTE; um+a Fnrta FAeaD NuulM X.Ln rr[ Nunn N
i SECTION B-B
TYPICAL PLANTING BED DETAIL I n
RIPRAP APRON AT PIPE OUTLETS P TI TAI SHRUB LAN NG DE L x°•23 6-3/4 ~ SEE NOTE 1
~a,osA SECTION B-B
I P I Y R R A R U V
T A ITHI K L
GENERAL NOTES, FLOW F S WA6XE0 $rONE NOTES; ~ 1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER. B U L
I 1. REMOVE WIRE OR NYLON iW1NE FROM &ll. / 2. CHECK OAM$ MAY 8E USED IN SLOPING DITCHES OR I ~o,2s
2, SOAK R00T BALI AND PLANT PR IMMEOkTELY AFTER INSTALLATION, OR CHANNELS TO SLOW VELOCITY OR TO CREATE A A 3. SEE ATTACHED UNDSCAPE CONSTRUC110N STANDARDS fOR OTHER SEDIMENT TRAPS. `,~ti IIIII
PLANTING REQUIREMENTS, L -t j 4. STANINC REQUIRED FOR LEANING TREES OR AS REQUIRED BV
' CONTRACT, SEE GENERAL NOTES: SEC, 04100-TREE PUNTING, aH' xnax enwr I PART 3 PARAGRAPH 8,9, (conENU•sl( xmt q i'~~ iwxMna~Nwim~ I ~J ~ ,oE'i. laN. /~j, i~ Q~ 9''~ r ~
RWI DAONN r4 e et a raNN OMOt xr ~nw ~ ro Y~
i P~ 150418' wODD mux MrAFy3 A' Y\OW MYpI p1 xMM i ~ i~ ~
LAM tLNIGFD d/Y NNL ROOiy '-0• MIN eN01 N UK WaN TIM" A• wwr w,.oa eruar aasr I e wu~cD ~i 0 ~'''FN~ I NF.E~''~0 0~
oN ouINN a Beall x (svluwAq F1M1 WK / 670N[ NN 1/3 STREW MO1H rH 0 n+um~
~ 44 ~ ~ t5., PROM U41gIVABG) IOL ' . rll }
~ ~ ,;C M1NS iTAg1l DNN1 etl P.INIe10 ~ ~ i _ 1' MN, e[LON LOWC67
t Flgll 4AOAA (MA ADDI QA7[M, Ua 70 1' OPIM ''•v. BANK LEVEL (MIN) RLKC, PWRe NRM 1NAl nlW D',
RpaR ra +XD tunw e e e $ TION -B aIPRu
RFxo~ ~A~ Nw EC B SECTION A-A I eAYRT wWOR M[Ya RAO[ RR epnal m m eVIIAtA
Ar m[ rolnEm Mne na m7 uMxR Rom rA7. STARITA ROAD TRACT
i 111 1A[E6 SHNA MEET AMEaICAN STANDARD FDA NLB9EM tiOCR (AVBI, tY00, PAA7 t, SLAVE WD IIOM[IBNC YAEEA~ IYO AL ,N
! FOR CXWPI[: CALIPER NOGNr (aM0[) MIA. X[IOX1 MN, RODt Bill DN MM. Rpm BALL OVM z' rs-+4' te' z4• te• s• 7A-IS' te' s:• :r TEMPORARY RACK CHECK All
MISCELLAN~1 U DFIAtLS
30.10
TREE PLANTING (ra SWU AND WA"-S79M TR[n) OWNER- PIEDMONT PROPER77ES ENGINEER; D. KEITH RAINS RE 821 BAXTER STREET SWE 512 355J HARMONY ROAD
40,01 CHARIOTTE, NC 28202 CATAMBA, SC 29704 PHONE- (704) 575-ItO9 PHONE,• [phone]
ORAWN BY.' CAD CHECKED BY•• DKR
d7B NO, DATE: 07-2J-04
SCAtf' Nis _ 94fET -.4.

NE`AN RD
Oq~F
_ C,gfSr STARITA RD, ~q
. _ r _ _ 1, ~ _ , ~ _ _ _
~ ~ ~ ~ r ' ` ' rr 65 Y
i~ ~ ~ 7 rr i ~ ~ ~ ~ n w SrrgY ~
- ,n ~ ~ i ~ ~ r i , - rRFFwpo ~ r
_ r R/w ~ ~ r' 85 _
_ , ~ _ ~ , SrA ~
~ ~ ~ ~ TAP i ~ - _ ~ , , - - ~ ~ ~ \ _ i ~ TANGENT; 155.57 Rirq y
- - -CHORD: 301,76' Ro ~ 3~ ~ R T1 N y~. , cR COU SE. S 6 2 35 E ~ .y,
_ i , r , i ' ' ARC LENGTH; 304,83' ~ Q~ ~F
' ~ ~ _ ' ~ ~ . RA umi e~ qQ RADIUS; 619,36 s '~o
R/W _ , ~ , v ' ~ ! _ . - ' ; ~ DEL r ~ DELTA: 28'11'56" m
, ' o . ~ ~ A / A ~ O
W rr rn A, , S ~ r , r 1 ~ 1 !
C~ E A~ 2 ~ " EXISTING TREES
~ ~ ~ m 8.~ > no - ~ ~ ~ ~m ~ _ rr - rs" Hw ' A "
- - - , 1 ~ ~ ~ ~ ~ ~ - . _ _ , W 52 9 ~ ~ ~ ~ , I~ ' , T2 - 3o HW VICINITY MAP
r3 - a" Hw N.T.S. T4 - 4" HW
j ~ ~ ~ ~r,~' t ' ~ ~ ~ " r5-s Nw
~ 1 ~i r "V, I ~ ~ 0 . 4 ~ _ T6 - 6" HW
_ ~ , ~ ~ o ,A i TI - 8" HW "
~ ~ ~ •`L / I cv ~ ~ ~ ~ ~ , ~ ~ ' ~ of i ~ ~ ~ ~ ~ o~ ~ i T8 - 18 HW LINE TABLE ~ T9 - 6" HW _ `
~ i N ~ , T10 - f2" Hw LINE LENGTH BEARING
1 ~ t ~ - ank ~ ~ Tfl - 4" HW L1 27,66 N63°45'40"E
~ ' , ~ ~ ~t ; ~ ~ ~ ~ ~ C T12 - 4" HW „ " L2 16.62 N68°57'53 E ~ ~ ~ T13 - 2 3 HW TWO-STEMMED TRUNK
i\ ~ ~I ~ ~ ~ „ ~ _ rra - ro" Hw L3 23.92 N34°31 55 E
i b ~ ` ~ Try - 6" HW \ L4 19.48 N34°23'04"E
tank ~ / N i _ _ _ ~ - ~ o ~ 1 0 ~ ~ ~ ~ ~ , \ ~ ~ \ T16 - r0" HW ~ _ " L5 18.23 N50°09'37"E
~ ~1~ ~ ~ ~ i ~ r rrs - 8 Hw L6 15.04 N41°25'33 E
~ ~ ~ ~ I ~ ' ~ i ~t . ~ ~ " ~ti ~ Tr9 - ra Hw L7 24.09 N41°15'50°E
~ ~ ~ ~ ~ _ rr ~ ! ~ r I I T20 - 30" NW I ..-1 ti ~ L8 17.52 N30°08'57"E
~ p ! 1 N~F ~ Z r - - ~ ~ ' , T21 - 36" HW ~ T22 -MULTI-STEMMED CRAPE MYRTLE L9 27.07 N06°19'34"E
A S7~~ ~ ~ r TH STATESVILLE D 4g ~ ~ ~ , '~Vi i ~b ~ , L10 17,66 N57°49'40"E
LAND COMPAN ~ f / r ` 152 ~ ~ ~ ~ ~ L11 23.37 S59°25'33"E
~ 1526 PG 1 5 , ~ 97 ~ ~ ~ , ri ~ ~ ~ ~ ~ L12 8.67 S75°39 49 E
TM 45-012- 6 ~ ~ - ' # ~ ZO ED: I-2 ~ ~ ~ - - ~ _ ~ r L13 19.18 S64°58'37 E
_ ~ , ~1 ~ I<,~ S1GHT INFORMAI'lON , „
W _ _ , a _ _ -l ' I I ? ~ ~ L14 14.50 S53°1714 E
L 1 _ _ ~ ~ ~ I , ~ ~ ~ L15 15.31 S55°37'29"E , / ZONING 1NFGRMATIDN
~ ~ ~ - , , ~ L16 2.80 N34°22'31"E
- , _ - _ ~ _ _ 1 ~ ' L17 15.25 N55°37'29"W ~ I il, ~
, _ . , , ~ ~ ' L18 14.73 N53°17'14"W ; ; ~ ~ ; ADDRESS.' NONE ESTABLIS,-!ED ° „
e ~ \ 1 , nu ~ L19 19.73 N64 58 37 W j ~ SUBJECT PROPERTY ZONEL): I-2 ~ ,f r r~ r
~ I / ~v ~I ~ I ~ r L20 8.37 N75°39'49"W , ~ I , ZONING RESTRICTIONS AS DER ZONING ORDINANCE, „
([f v ~ ~i ~ ,1 ,y 1 ~ - - ~ ~ , , , ~ ~ L21 20.60 N52 47 59 W I i r ~ / i
ti ~ / ~ ~~AI TAX PARCELS, 045-011-18 045-012-01 045-011-06 L22 13.76 N64°42'45"W # i #
~ - 1 I ~ r.... ~~j i i~ ' l ~ ~ `1 I 1 ` / ~ ''t 4~ ; I~ ' ' ' ' L23 15.03 N56°22'00"W ~ , , ~ ~ TOTAL AREA: 549, 457 SO. FT „
i - ~ ' ' l ~ ~ ~ 12.61 ACRES L24 29.90 N09 22 29 W 1~
. ~ ~ ~ - - - - ~ ~ I ~ L25 28.98 N45°05'12"W - ~ ~I ~f
~ ~ ~ 1 ~ r'c . ' ' ~ , MINIMUM SETBACK: 20 L26 16.23 N83°04'05"W M ~ / / I ~ N F r- ,
w ; r ~ ~ ~ ~ 1 HONBARRIER ~ MINIMUM SIDE YARD: NONc REQUIRED; L27 17.48 N62°54 37"W ~ A,L, ' Mfr'~~~'~~g1JM Wf1 R YA PR ~ "
DB 8882 PG 720 5 E E SIDE RD 01/1DED L28 25.31 N64°40 42 W
r , ~ TM~ 045-01`1-17 L29' 26.61 S45°08 32 E
i ZONED; i-2 MINIMUM REAR YARD: 10 16,16 „ k` ~ , , . L30 S05°4810 E
1,~,,~ t ~ N N- RI l T10NAL \ 0 JU SD C ~ , ~ , _ a oA ~ ~ , ~ ~ L31 29.50 1 "W -r,A ~ ~ ~ S53 35 4
~ - ~ ~ ~ ~ WETLAND AA ~ o~ - / ~ ~ ~ ~ ~ ~ ~ ~ L32 22.79 S27°59'48"E
~ i ~ _ - 77yy ~ I L33 32.01 S41 °43'01 "W ~ I ~ ~
~ ~ ~ SEE DETAIL ~1 ~ ~ , ~ ( r ~ \ ~ i~" v i ~ ~ y y~ ~ , THE SUBJECT PROPERTY IS OUTSIDE OF L~~~t FEMA 100 YEAR FLOODPLAIN PER L34 40.20 N87°18'53"E
/ i ~I ~ ~ ~ FEMA PANEL 37015900038 DATED MARCH ? 1993. L35 24.29 S52°40'54"E
l~ I ' ~ " ~ ' L36 26.26 7` >47„ 1 ~ , , , S2 26 E
l 1 A' ~ ~ ~'`ry ~ ~ , v ~ I ~ , ~ L37 34.15 S40°14'29"W l
s~ 1 , ~ ~ ~ L38 20.14 S22°50 28 W ~ ~ ~ . A L39 13.27
t ~ - r d ~ _ i , 6 R1~ (S V` s ~ , ~ S21 46 05 W . ,
~ (1y (TT~,~~ _ __L3 ~ ~ ~ L34 \ - ~ ~ L40 28.42 S49°07'31"W
~,y ' . ~ L41 11.48 S49°56'58"W
~ i ~ ~ ` _ ~ _ < ~ ~ , ~ L42 29.52 S54°08'42"W
TM.. ~ _ - , ~ _ ~ ~ L43 13.16 N85°53'05"E
~ ~ ~ ~ ~ ~ ~ 1=;_ L44 12.59 N77°24'38 E
~ ~ I ~ ~ ~ u WE>'C~4I~G BB
f ~ \ Q , \ spy r ~ ; d' ~ 8 743 ~S ` 0. AC.`. L45 9.34 N81 °14'37"E n f
~ I~ ~ ~ ~ L46 9.09 S07°08'13"W l26 ~ J ~ „ 2~ s ~ ~ ~ ~ L47 11.02 S85°50'08 W
(fie O ` ~ ~ ~ L48 12.92
r N F ~ ~ ~ ~ N S77 20 20 W ~ ~ ' ~ L49 7.19 N89°09'30"W
r ~ TD ENT RPRI IN dT ~ ~ ~ E SE C, ~ ~ , ~ ~ ~ ~ _ ~ ~ = ~ ~ L50 9.14 S85°47 43 W
~ 11 P 7 ~ti r~ ~ . ~ ; DB 039 G 03 ~ ~ ` ' TM# 045-013-01 ~ ,
- ~ ~ ` ZONED; I-2 , L51 10.33 N38°15'10"E Lt. ~ ` I I
I~ o~ ~I i
` ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ I ,
i ~ , ~7 i - ~ -
~ ~ ~ ~ ~ ~ , ~ i / ~ ~ DETAIL 7
~ , ~ J i # \ o NON-JURISDICTIONAL
~ r t ~ ~ ~ ! r \ ~ ~I R._ ~ ~N - WETLAND AA
' ~ ~ ~ C ~ ~ i i v; l \ j ~ ~ ; ~ 298 SF OR D.O1 AC. A
\ ~ \ ~ I ~ ~ L45
~ ~ ~ ~ ~ \ ~ I ~ 1 >r4~ L43 ~
~ ~ ~ ti \ ~ _ .
S~, .Q ~ I ~ ~ L47
- s- ` ~ ~ 1 1 ~ - ~ i~ ~ L50 L49 L48 i /
\ `l 1 c - - I
~ _ \ ~ \ \ ~ ~
i , 1 l ~ _
_ - ~ ~ A ~ i _ - ~ . _ ~ ~I ~ ~ ~1 _ _ - - X_-_~-- -
- - ~ ~ , ~ ~ ~ _ - - II
~ ~ E RO /~~i
1 ~ - - N89'OQ08" r8 ,9~' A,L, aON~ IER~, , ~ N. T
1 ? _ REFERENCE; ~ , ~ ` ~ - ~ DB 59.`1 R, 451 - ~ s~A~
ALL BOUNDARY AND S/TE LOCATIONS SHOWN HEREON WERE SUPPLIED r. ~ ~ ~ ~ ~ M ~ , ~ ~ c `~ZONE[~+,J~~~ r~
BY R.B. PHARR & ASSOCIATES ALL TOPOGRAPHIC INFORMATION WAS TAKEN ~ ! ~ ~ FROM CHARLOTTE MECXLENBURG TOPO. THE ENGINEER ASSUMES NO i I - F i/ FIiN R
RESPONSIB/UTY FOR ACCURACY OF EXISTING CONDITIONS SHOWN HEREON. ' i ~~~STOR~ SC~ENS ~ //NI 11 ~ ~ IIII ~~j
- ~ AMER A, IN ~ ~ ~
D6 ,5388 PG 18 ~ - - - CT
~ TM# 045-01'3-12 STARITA ROAD TRA ~ ~ ~ l \
~ ~ ZONED: I-2 ~ y~ ~ , CITY OF CHARLOTTE, NC
GRAPHIC SCALE
60 0 30 60 120 240 OWER; PIEDMONT PROPERTIES ENGINEER: D. KEITH RAINS, P.E. 821 BAXTER STREET SU17E 3f2 3333 HARMONY ROAD
CHARLOTTE, NC 28101 CATAWA, SC 19704 PHONE [phone] PHONE: [phone]
DRAW BY.. CAD CHECKED BY. DKR,
( IN FEET ) JOB NO. DATE; 07-23-04
1 inch = 60 ft. RENSED PER CITY OF CHARLOTTE 9-14-04 DKR SCALE: 1" - 60' SHEET 1 OF 5

NEON RD
Oq~
- F~RF Sr 0
_ _ . _ STARITA Rp, R
TR 85 Y EXISTING EES Tr W
T1 - 18" NW SrR NIy v FFT
T2 - 30 HW gg T3 - 4" HW a
R/W T4 - 4" HW 5TA ~ N
T5 - 8" HW /rq R
T6 - 6" HW ~ 3
r7 - 8" Hw ~ ~ cRgi l8 - 18" HW ~ Q~ CyF
~ q T9 - 6" HW N Q F,p i 5 0
~ _ T10 - 12" HW r
. , 711 - 4" HW ~ T12 - 4" HW A
W 20' SET ~ ~ ~ A ~ BACK- a ~ 0 Ti3 - (2) 3" HW (TWO-STEMMED TRUNK)
SM LL ~ ~ ~ry Q MATURING Q N ` ` Ti4 - 10" HW
~ TRff ~ o ~ T15 - 6" HW T16 - 10" HW
~ ~ ' ~ ~ ~ ~ ~ p R40' ~ T17 - 8" HW VICINITY MAP
~ ~ ~ ~ 3 T18 - 8" HW N,T.S.
V QQ a ~ TREE R40" ~ \ T19 - 14" HW
~ CURB & PROTECTION ~ ti ~ ~ GUTTER (40 02J Q p ~ . ' ~ ~ T20 - 30" HW r21 - 36" Hw
3 ~ , 722 -MULTI-STEMMED CRAPE MYRTLE
.SMALL . ~ TYPE Ill DRIVEWAY MATURING ~Q qp~ 2 ' ~ •
.0 " ACf ~ (10.?8) TREE
tank SQ,
-CURB & .GUTTER TYPE IL DRIVEWAY ~
R. 40' (10.28 p,
17x17 LANDSCAPE ~ R
tank scxEtnto ~ AREA'(289 SO. FT,) ~cca~aorG ro R40, . ~ LANDSCAPE NOTES;
~ ~ ~ EDGE GRAVEL _ r2~R1 ~ ' SrORACf AREA 13'-8""x60'.. RA ~ ~ , ~ MINIMUM TREE SIZE AT PLANTING IS 2-INCH CALIPER (FOR SINGLE TREES). ALL MULTI-STEM PLANTS MUST BE TREE ~ ~ FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET TALL,
EDGE G VEL ~ ~ LARGE 13'-8"x60' MODULAR T. A AR A 0 S OR CE E ~ ~ . . . .
MATURING ,MODULAR OFFICE TREE. OFFICE y ~ ALL STRAPPING AND TOP 2/3 OF W1Rf BASKET MUST 8E CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO
TYPE III DRIVEWAY ~ .10.28. • EE ~ BACKFILLING PLANTING PIT REMOVE TOP 1 3 OF BURLAP fROM ROOT BALL. / -TREE ~ 'A
~ ) PROTEC PROTEC !y FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS, REMOVE
LARGE d (40~ 02) MATURING CURB do (4002) , ~ COMPACTED SOIL AND ADD 18" NEW TOP501L, OR TILL AND AMEND THE TOP 18" OF EXISTING SOIL TO MEET
~ ~ TREE GUTTER ~B ck ~a ~ TOPSOIL/PLANTING MIX STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET PER TREE), TTER ~
e LARGE MATURING TREES MAY NOT BE PLANTED WHERE THERE ARE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES
17x17 LANG CAPE . I S IF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING ~ I
a ~ ~ ) AREA {'289 50 FT, ® ~ ADJUST T TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT 15' FROM ALL UNDERGROUND
ro Q I UTILITIES SEWER AND STORM DRAINAGE GAS WATER PHONE AND ELECTRIC LINES . ( )
b ATTENTION LANDSCAPER: NOTIFY URBAN FORESTER OF ANY SIGN, POWER LINE, OR OTHER CONFLICTS BEFORE
N d ~ PLANTING NEW TREES
® ' WHEEL STOP 4 PLEASE CALL 704-336-4824 FOR AN INSPECTION OF TREE PROTECTION AND/OR TREE PLANTING AREAS, 1 TO 2
~ TYP u ~ DAYS BEFORE THE TEMPORARY OR FINAL CERTIFICATE OF OCCUPANCY IS NEEDED,
,G' LARGE EDGE GRAVEL.
~ MA NRINC STORAGE AREA, ~F---~ TREE- WHEEL STOP
(TYP).. ,
- 17x17 LANDSCAPE ~7
AR A FT LARGE E S (289 S0. MATURING TREE NOTE: AN AMOUNT EQUAL TO THE DUMPSTER SIZE
. TD BE PROVIDED FOR RECYCLING.
n.
I
NOTE.' ALL NEW TREES TO BE APPROVED BY
URBAN FORESTRY PRIOR TO INSTALLATION.
P
I 1Hf PROPOSED SITE WILL SERVE AS A TRUCK TERMINAL
TO STORE TRACTOR TRAILER STORAGE CONTAINERS UNTIL
THEY ARE PICKED UP FOR THERE NEXT DESANATION.
LARCE MATURING P I
TREE ARK NG UMMARY
"f REQUIREMENTS = 1 SPACE / 300 SF
= 3 SPACES (PER MODULAR OFFICE)
I
PARKIN PR VI T TA
REGULAR SPACES = 14
EDGE GRAVEL H/C SPACES = 2
STORAGE AREA
l H T !NF RMA TI N I
~ EDGE GRAVEL STORAGE AREA
t ZONING INFORMATION
~ 5 .0 d ~ ADDRESS: NONE ESTABLISHED 5 .0 SUBJECT PROPERTY ZONED: I-2
ZONING RESTRICTIONS AS PER ZONING ORDlNANCE~
Q d .Q
`lei' d d Q ~ TAX PAR 4 - 11-18 045-012-01 045-011-06 I CELS.~ #0 5 0 / / _ ~
Q B
TOTAL AREA: 549,457 SOFT R 0
LARGE MATURING 12, 61 ACRES
TREE
~ ~ MINIMUM SETBACK: 20'
MINIMUM SIDE YARD.' NONE REQUIRED;
5 MINIMUM WHERE SIDE YARD PROVIDED
MINIMUM REAR YARD: 10'
I DENUDED LIMITS AREA = 12.00 ACRES
THE SUBJECT PROPERTY IS OUTSIDE OF THE FEMA 100 YEAR FLOODPLAIN PER
FEMA PANEL 37015900038 DATED MARCH 2, 1993.
- ~f----
n? a~,~
- - - ~ C RO! PERIMETER PLANTING REQUIREMENTS ,,~oE"
:e STARITA ROAD - 863 LF FRONTAGE
REFERENCE; s
ALL BOUNDARY AND SITE LOCATIONS SHOWN HEREON WERE SUPPLIED RY F = TR ES POW R LINE TREES REQUIRED: 1 SMALL MATURING EVE 30 L 29 E ( E ) F
BY R.B. PHARR & ASSOCIATES ALL TOPOGRAPHIC INFORMATION WAS TAKEN FROM CHARLOTTE MECKLENBURG TOPO. THE ENGINEER ASSUMES NO o -.N~~,NEE,,, 5 c
RESPONSlB/LITY FOR ACCURACY OF EXISTING CONDITIONS SHOWN HEREON. PR P N EXISTING PROVIDED: 3 T20-T22 THEREFORE 26 SMALL MATURING TREES REQUIRED ALONG FRONTAGE ~''o ke1'TH'"RP~~~~`~ ~ ) mnm
0 OSED LEGS D l
TREE PROTECTION 0 0 - A ROAD TRACT STARIT
CITY OF CHARLOTTE, NC
GRAVEL STORAGE INItKNAL FLANIINU MtUUIKtMtNI-') STAKING PLAN
GRAPHIC SCALE IMPERIOUS AREA = 431,244 SQ. FT.
DENUDED AREA 60 0 30 60 120 240 LANDSCAPE AREA = 118,213 SQ. FT, 21.5 9' TREES REQUIRED = 44 OWNER: PIEDMONT PROPERRES ENGINEER: D. KEITH RAINS, P.E. 821 BAXTER STREET SUITE 312 3333 HARMONY ROAD
NEW LARGE MATURING TREE Q AMIN CHARLTTE, NC 282 CATAA, SC 29704 TOTAL SITE AREA = 549,457 SQ. FT. PHONE: [phone] PHONE. [phone]
NEW SMALL MATURING TREE CREDIT TREES: 18 (Tl - Tl8) DRAWN BY.- CAD CHECKED BY. DKR
( IN FEET ) PROPOSED 26 LARGE MATURING TREES AROUND GRADING LIMITS
1 inch = 60 ft. REVISED PER CITY OF CHARLOTTE 9-14-04 DKR ow NO. DA 7E- 07-23-04 REVSED PER CITY OF CHARLOTTE 8-12-04 DKR SCALE: 1' = 60, SHEET 2 OF 5

PROPOSED LEGEND
NE`AN RD
CONTOUR MAJOR (750) ~q<F _ CREST
CONTOUR MINOR (757) STARITA RD, ~R
~ - - 1 1 I I ! ! ~ ~ 1 i ~ r ~ , 1 / ~ , SILT FENCE o o ~ 85 Y
7 ~ ~ r W °L__ - TREE PROTECTION 0 0 SlgoNh~ ~
- JI ~ , i I , \ , J J l i , , J o
, / v I Raw ,'~r' I r J r / GRAVEL STORAGE 85 ~ ~ - Q
> - , ~ ~ r SWALE - STgR~
r , ~ ~ ARO 3
,y + DENUDED AREA ly , C
, ~ + r AV ! I ' ' + N W AR MAT RlN TR a ~ y Rqi ~ ~ E L GE U G EE y Q`~ CyF
~ ~ ~ r 'I AI Tom- ! 1 ~ I ~ aappyy ~ ~ ~ 1 I I ! , ' ~ Q qp l r' ~ ~ NEW SMALL MATURING TREE + 5 RO
r 'QF v CONSTRUCAON ! U ' ~ ~ - - ~ _ - ! i ENTRANCE J ! f ` r / r ` m
r ~ ~ ~ a (30.06) I , r ` ~ V A
w , -'fit r 20~SE ~ . i Z Tg v I > 1 O / 1 r I
` ~IIALL ; ~ , , ~ , _ ~ ,,,r.. ~ , Q MATUR~VG ~ ~ _ ~ _ ' + UTILITIES;
JREE I \ \ . ~ ' ~ r-----c h\ ~ ~ ` ~ \ 1 ` ' + LAYOUT AND INSTALLATION OF WATER AND SEWER SERVICES TO BE
~ ~ ~ cooRDINATED wrTH cMUD. ~/I CI N I TY MAP
~ N.T.S. i
~ I \ 1. ~ TREE - . Q ~I ~ I
(40 02) ~ v ~ , r, ? ~ , f ~ , / - / v i
r~ ~ ~ / I r ~ ~ L. ~ '{j1' ` 1 I r " \ SMALL , . ! r 12 , ~ ~ ' N T
' , I I , . TYPE 111 R1VE'WAY A i i ' M 111 C ! I / \ ~ . i ~ r ~ ~ ti`
I I ~ I ~ , ~ - ~ 1. ALL "STANDARD NUMBERS REFER TO THE CHARLOTTE/MECKLENBURG LAND DEVELOPMENT STANDARDS ~ ~ ~ ~ , ~ MANUAL,
/ ~ I , ''_--r tank I l 1~ J .r r l.~'. ~ i I I 1. ~
~ ~ \ \ \ . . \ r I ~ i a . .TYPE 1I IVEWAY : i. C ~ 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING
~ (1Q ` ~ ' A MIN! TRAT R ~1 ~
, . 1 ><f7 LAND PE : 16. I tank \ 1 , . I i'.. r . . ~ ` ` ~ 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLANS IS A VIOLATION OF THE ~ ~
\ if . Aid 289 . fT, J r ro I ' CITY/COUNTY CONTROL ORDINANCE AND !S SUBJECT TO FINE, ` ~ ` ~ ~ ,
00 ~ , EDGE ~A J ~ I , ` I I STORAGE A l I r , r~. r \ \ 4. GRADING MORE THAN 1 ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN AS A V101ATION OF THE
I r : , r I EDG~r GRAVEL ! . I I , . r LARGE i. ' . 13 -8 x60. M R , I ~ STO~PACE ARE ~ CITY COUNTY EROSION CONTROL ORDINANCE AND /S SUBJECT TO FINE. ` ~ ~ / i + ~ \
1 J J AIATU NC , . M r r r , I i ~ + 5, S?A81LlZATION !S THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING IS NECESSARY TO
II I r . pl , , r ' . 1 ~....1. , . r. T E III D~tIVEWAY N~ I 1111 . ! J . i! , / . r ! r . TREE ~ , ~ i ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED TREE : ~ ~ . ~ , +
THE STATESVILLE ROAD I , ~ . Ji ; . j, . +°o / rr . ~ 0.~8) PROTECI/ON PROTECTION i ~I+ i `i ~ AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL REMAINING AREAS TO BE . I ~ ~ ~ ~ + ~ SEEDED AND MULCHED WITHIN 120 DAYS.
LAND COMPANY I ~ ' e MATU C ~ r.. r. r! ~ 0002): / 1~ ~ +
--BB 1526 PG 145 , , , : ~ TREE, ~ 1 . ~ ` ~ + 1 ~ ` 6, ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY 8E RE UIRED BY A REPRESENTATIVE I r ~ I + + " OF THE CITY/COUNTY ENGINEERING DEPARTMENT.
- - ; I i r r TM~ 45 012 06 - sw,ac~ ZO ED: I-2 I, . r , , , , - , / . , ro PovD . WALE r . ~ i i + , i '0 POND.. r... + + ~ I
I J - ~ r ~ , ~ I % 1x17 ANDSCA19~ ~ rr. '(SEE i i 'A + ~ 7 SLOPES SHALL BE GRADED NO STEEPER THAN 2: 1. SEE , , I + ~ ~ ~
r r / 1.. r, I. ; . , . - . ~ _ AREA 289 SOS fT.).. ~ , DETAfE) . . 'i' . I I' / i 1 )ETAIE r' ' + i ' 8. ANY EXISTING TREES DAMAGED DURING THE INSTALLATION OF UTILITIES WIL1 HAVE TO BE REPLACED,
t - I 1 I. ri~G:... .\\.t\ ~l'' ems, ~ '~J, t, ~ :l . ' / r ~ ~1 + + ' APPROVAL OF THIS PLAN 15 NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
~ r i r r' ~ r CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED ~ • i iii i ~ PROPERTY OWNERS.
~ ~i, ~ I '
i.. r ~ r r r ~ ~,T i 10, THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK OR BACKWASH CHANNEL fN AN OBSTRUCTED
\ I 1 1. I. l I ~"I, v ~ I o I~ v v l! ~ v M J i . p r 1r ~ rl i 16 ~ r STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, ~ ~ ~ NK AN TH R A M A TI N ? r r r r TREE r JU D 0 E CCU UL 0 S,
, ~ ti,. I / r 1~ I' o - EE1GE'~GRAVEL h. I ~ ~ ~ ~ ~ ~ PROTrEC1I0N '
/ J ~A > r ~ I c. ~ STOR. CE AREA. . , , ! 1. ~r1 r r . ~ I , ~ I \ \ + I j ~I ~ ~ r 11, ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY DISTRICT FRINGE BOUNDARY ~ ' r , ' (40,~2J , r ~ , i ~ r / LINE OR FLOODWAY DISTRICT ENCROACHMENT BOUNDARY LINE IS SUBJECT TO THE RESTRlCT10N5
I 1 I ~ r i , ~ h I I~ I r IMP Y TH F WAY R ATI N F TH 1 R NTY r. ~ r~ l i ~ OSED B E LOOD EGUL O S O E C TY OF CHARLOTTE AND MECKLENBU G COU .
, _ _ I ~ 1\ , r'' ~ r. i i . I I 1~z17 L APf r ~t ~ I ~ r r . r r
I 1 ? 11. f I I p,. ~.1. .I~'I + ~ ~ ~ ~'~REE" ~ ~ ~i ~..J..l~+ 1 ;i a r r ~ r , ~ r 12. THE (CITY OF CHARLOTTE/MECKLENBURG COUNTY) ENGINEERING DEPARTMENT HAS NOT REVIEWED THE ' 1 i I ' ' / STRUCTURAL STABILITY OF ANY RETAINING WALLS ON TH 1 AN N T A M R P N 1 11TY ~ i r l I , , E S TE D DOES 0 SSU E ES O S B L
\ \ 1 \ :.1 t0 1 '1 ~ / \ \ \ , I~. POND: TO BE ORAL IN ACC dA CE , ' , i I r ~ , ~i FOR THEM, i / ~ ,
\ ' . ~ ~ WITH: THE NC DWq ND CORP., , PERMIF ~ r , I \ ti i , ~ x ,iri i , / ' nN ~ i i I ~ N/F ~ 13. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS ETC,) IN THE RIGHT-OF-WAY REQUIRE A
i'~ l i ~ i ~ + ~ R1CHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF I , A.L~ HONBAR~iER
I ' I iii DB Z PG}~72~ ~ TRANSPORTATION/NORTH CAROLINA DEPARTMENT TRANSPORTATION) BEFORE INSTALLATION, i
. ~ ~ ; ~ ; ~ n~/ ~4g-orb-» ~ ~ + + 1 14, ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF COMPLETION OF GRADING
~ , + ~ . ALL REMAINING AREAS ARf TO BE SEEDED AND MULCHED WITHIN 90 DAYS. + 11++ 1 i
~ / , r , ~ ~ , , \ NON JUR! DICTIONA ~ , CMECIf DAAl. - ~~~1 ~ i
\ \ , , ~ WEFL D ;4A (TCR l~0 OG) , . r~~ `~1~\~ 1 ~ 15. CIVIL/SITE ENGINEER TO BE GIVEN 24 HOURS NOTICE PRIOR TO THE START OF CONSTRUCTION. ~ ~ I \ ~
+ 1 ~ ~ ~ ~ + t ` ` ` ~ J6. THE CONTRACTOR SHALL SECURE PERMITS FOR GRADING, STAGING, OR STOCKPILING MATERIALS OUTSIDE ' + ` THE LIMITS OF THE PROJECT SITE.
\ \ ~ - • , , \ SEE D TAIL ..~1.. ~ l' ~ - 1 , ~
I \ ` r , \ / , r i + ti ~ ~ + ~ ~ 1 ~ t `1 17 FAILURE TD SCHEDULE AN ONSlIE MEETING N7TH THE CITY EROSION CONTROL COORDINATOR NSPECTOR
1 J ~ \1 ~ 1 \ 1 \ , \ ~ , Ji, i' J BAR i + 48 HOURS PRIOR TO ANY LAND DISTURBING ACTMTY IS A VIOLATION OF THE STATE OF N RTH CAROLINA ~ 1 A RNG ~ +
r + ~ , ~ ~ + EROSION CONTROL ORDINANCE AND IS SUBJECT TD A FINE.
+ ~ \ ~ ~ ~ ~ ~ ~ 18. EROSION AND SEDIMENT CONTROL PLANNING AND DfS/GN MANUAL, U, S. DEPARTMENT OF AGRICULTURE, I ~ ~ ~ ~ ~ ~
i , ~ ' , ~ ~ ~ US. SOIL CONSERVATION SERVICE, CHARLOTTE-MECKLENBURG EROSION CONTROL ORDINANCE, AND THE
~ ~ ~ ~ ` ~ \ ` CITY OF CHARLOTTE ENGINEERING DEPARTMENT. ~ ~ ,
; : , 19, THE CONTRACTOR SHALL DlUGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND ~ ~ ~
/ J I / v y.~... ~I ~ 1 1, \.A ''1 C ~ ~ ~ ` ` ~ STRUCTURES TO MINIMIZE EROSION, THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE r + ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ CHARLOTTE-MECKLENBURG EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE
, rl , , EDAE GRAVEL r i . i . h ~ I I`. , , _ , . / ET PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION,
r STORAGE AREA \ \ ~ , r I n r r. l , y ~ ~ ~ ~
~ ~r ~VD ` B ~ ` ` ~ 20, A GRADING PLAN SHALL BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE 1 ACRE WHICH WAS NOT , ~ 8, ¢~~5f `+Q{~ '~C`~ ~ INCLUDED IN A PREVIOUSLY APPROVED GRADING PLAN,
I I \ i . I i , , ' . , + \ \ \ TOR AR
r _ I , . II , s ~ ;1 ~ : \ \ \ Ate, \ ~ ti.Jl r . ~ ~ ~ ~ ~ + + 2 • 1F NECESSARY SLOPES WHICH EXCEED EIGHT VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR ~ ~ + + ++I VEGETATIVE MATS, IN ADDITION TD HYDROSEEDING
! i , 1 ~ \ t. \ \1` tit: \t \ 1 ~ \ 1
r / , NSF , s ~ RIR- P. \ ~ J 4 / 1 i v ~ , \ ~ \ I ~ \ \ ~ WALE ! n ` ~ ~ ~ i , 22. SCREENING AREA TO MEET REQUIREMENTS LISTED IN SEC710N 12.303 OF r ~ ,1 THE CITY OF CHARLOTTE ZONING ORDINANCE.
TD ENTERPRISE INC. \ ~ ! / I ~ , ' ` f \ 1 ,,_TO POND J I ~
DB 11039 PG 037 ~ ~ \ . ~ - - TM 045-013-01 I L ' ` ~ ~ \ ~ ; ` ~ ~ ~ +l 23. ANY TREES DAMAGED WITHIN THE TREE PROTECTION ZONE WILL RESULT A FINE FROM ' ~ } + + ~ THE CITY OF CHARLOTTE.
i, ~ ZONED: I-2 o . ~ ' o n ~ t ~ i , , + M + . i
_ ~ ^ .°t i ! i I! i + it 24. ALL SLOPES SHALL BE GRADED NO STEEPER THAN 2: 1. FILL SLOPES GREATER THAN __r I r r ~i i i 10~ REQUIRE TERRACING 7N ACCORDANCE N?TH CMLDS,~ 3016.
v ~ - v ~ v J
, i. i ~ ' ~ ~
' \ ~ 1 ' rcw r ~e \ ~ ~ \ % ~ SIGHT INFORMA T/ON STE 1 FENCE
vv I ~ ) v+ ~ ` 30.16 ~
\ r 3 ~ A ' S r I , ~ ~ ~ ~ ZONING lNFORMA TION I , i rr
\V l ( ~ l 1 ~ \ j ~
` \ ~ + I \BMP D R I r \ \ I I ~ I \ IyC D PERMIT , \ ~ ~ 1 + ` ADDRESS• NONE ESTABLISHED + ~ ~ , '
~ ' s , \ ~ \ \ \ \ i \ _ ~ \ + SUBJECT PROPERTY ZONED.• I-2 i +
\ \ 1 \ I . ` ` i ~ 1 \ ~ ~ ZONING RESTRICTIONS AS PER ZONING ORDINANCE: ri ~ , +
~v v v o v r n \ ` ` FARE 1 ~ \ ` ~ ~ % TAX PARCELS.' #045-011-18 / #045-012-01 / #045-0?1-06
~ \ i r \ \ ` ~ , , ~ r
\ , Ise r rirt~r I _ - \ \ \ ~ \ IBAFFIFS ~ I ~ ,\1 ; ~ TOTAL AREA: 549, 457 SQ. FT.
` ' ' OR
r, v 1 , , (732) ` I ^ v , ` \ \ \ \ ` \ \ h ice, ~ , \ ~ ~ 12.61 ACRES , t
l \ - - ~ ~ p 11111111/
- \ \ \ 1 \ I - :r - V _ ` ~ r MINIMUM SETBACK: 20' Ro~''~
~l _ ~ + + MINIMUM SIDE YARD: NONE REQUIRED' ~ ~ ~ ~o N'' y + S~ MINIMUM WHERE SIDE YARD PROVIDED ~ 'e '
\ 1 I I I I I- v 1 v, ~ ~ 1 r I ~ , I I t 1 \ \ A.~. Nb IER`, - S
REFERENCE:' I 1 , ~ _ + I + ~I I v , v ' v ` ~ v ALL 80UNDARY AND S1TE LOCATIONS SHOWN HEREON WERE SUPPLIED II i I I i I ~ + + ~ i- ` ~ _ ~ ~ `DB'r 59 t ~ 51 ` MINIMUM REAR YARD: 1 D = - o s '3 1'~I ~04~-0'~ 1 ~ \ ' '
Y R PHARR A TAT A T P RAPHI INF RMATION WAS TAKEN ~ i + ' + I + ~ I ' \ g \ 8 ,B & SSOC ES LL DOG C 0 r I I , I I , I v , vv v , ~ ~ ~ ` c D F~GINEE~'~ca , 1t~WED) I- ~ DENUDED LIMITS AREA 12.00 ACRES .
FROM CHARLOTTE MECKLENBURG 70P0, THE ENGINEER ASSUMES NO I i , / , I ~ ~ \ ~ + ` ~ + ~ \ 1 ~ ~i~~kflTH RP ~ ~ ` ~ ~ 111111fII1111~ + ~
RESPONSIBILITY FOR ACCURACY OF EXISTING CONDITIONS SHOWN HEREON. i i I ! ~ I , I I I ~ ' I `,STORK SC ENS~~~, + I + ~ ~ ~ ~ ~ / l
~ i ' i ' ~ `~4MERtCA, IN vv ,,v , ` ~ ' THE SUBJECT PROPERTY IS OUTSIDE OF THE FEMA 100 YEAR FLDDOPLAIN PER ~ ~ ~ ~ ~ ~ FEMA PANEL 37015900038 DATED MARCH 2, 1993,
I i I r r ` ` ' ~ CT ~ ~ STARITA ROAD TR4
TM# X45-013.-12 ~'~v v ~ / II ' I ZONE : I-2', ` ~ ~ ` + + , CITY OF CHARLOTTE, NC
~
` \ \ \ \ ` \ \ G1/'IV/n.1y N(Y'IMriE, G/T/i7M COMMOL PLAN
, GRAPHIC SCALE
60 p 30 60 120 240 KEI1H RAINS, P.E. OWNER: PI82fEDMOBNxTEPROPERTIT RTEEESSuirE 312 3 ENGINEER D.333HARMONY ROaD arR S
CHARLOTTE, NC 28201 CATANBA, SC 29704 PHONE [phone] PHONE: [phone]
DRAW BY: CAD CHECKED BY.' DKR
( IN FEET ) JOB NO. DAIS 07-13-04
I inch = 60 ft. REVISED PER CITY OF CHARLOTTE 9-14-04 DKR REVISED PER CITY OF CHARLOTTE 8-11-04 DKR SCALE f' = 60' SHEET 3 OF 5

_ _ _ _
X
STEEL POST g MA%' STEEL POST Q TEMPORARY SILT DITCH 1 OR FLATTER ~
v;L~~~ WIRE FENCING WIRE FENCING J SEE DETAIL STD. 30.05 2
'~t~`'~'L, SLOPES TO B _ - q i FILTER FABRIC ,STABILIZED TO f w SEE NOTE °
- 'o~ N~ ROSIN wovEN FILTER FABRIC ~ IDE SLOPES ^i1";~'.';`??;"-t%°';r~';~`;?,tSi."i`,::,. _ Q;,::,,; - ,,n„ , ,;r:,,f,:; F'y y., gal;;:~ ,,~.I'r^ n
aBETWEEN 4: ~ - '~a' _ . - - :i,;_ - ;,AND 10;1' ;~~r;+p;i lv' '?ti;~";~< „<y,,,"_ ~E- r. - vIII ~
- - - .II-II II-II-I~ - - - III_II~III I_ ~ I_ I_I III II_III_III_ I _i I I I I I I_I I I_I I ~I I H I I_ VIII ~ I I 10' CONSTRUCTION
:>'t%','°~-, I -iii-iii-ii it iii-i~-iii-li-iii-~ii-iii-ii~lil-iii-ii iii-iiriii-iii-i ii iii-ii ;;`i't-,'";c"':'',;;s,,, . ~rNO~ TREES ON - - - - _ - - - - - ~ _ - - - - I ~ _r~m ~ ~-~_TI-'r~~r_~r~_r~~_~ r~ ~ r~r~ ~_r~_ ,~~i-,;,`, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ANCHOR SKIRT 6" MINIMUM ~1,;'r':~";d.~;~~= EMBANKMENT I,T~~ ICI ~~~_l ~~_~~I-I) TI ~ MINIMUM ACCESS
,_Y - ~-IH-III JAI=,~=~_~~~~~_ III -I~~~~~~ II~~=III=~~~~' -~~n~~l IN LIEU DF BURYING SKIRT 6 OF RIP RAP INLET "H'(,~y~,,;",~,°,;;F~~4 ~ - ~ ' r OUTFACE PROTECTION li_IIKIII I_II~~~I_~~-III ~'5 WASHED STONE M4Y BE USED iNG SHIRT, 6" OF IE MAY BE USED ~ 1 OR FLATTER X
• • OVER TURNDOWN. PROTEC110N ~ 4z,;.,ls`r;~.;'-'t LARGE RIPRAP OR INLET PIP ~ TEMPORARY 2' 2 ~ SILT FENCE MIN,
~ ~ SEDIMENT -;,<~k;.e GENERAL NOTES: FOREBAY ~ RISER d srEEL PosT SEE DETAIL
%~ii%j%' ~ W/HOOD a 0~ 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32' IN WIDTH AND OR TRASH ARREL ~ SHALL HAVE A MINIMUM DF 6 LINE WIRES WITH 12~ STAY SPACING. WIRE FENCING ~ y - RACKY,; ;v 0~ ~ 2 WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN z STD. 30.06 °
~ FILTER FABRIC . yY ; FOR A PERIOD OF MORE THAN 30 DAYS. ~ roNE WIRE MESH
"1,~~,E'^'~gj,`;;'; ROOK DEFLEQTORS 3, STEEL POSTS SHALL BE 5'-D" IN HEIGHT AND BE OF THE ~ ~ ~ ~'5 WASHED STONE ~ U~ - . ~,:,.,,::r ~ - ~ E „r,• Cr, ,L '',iuc ,,''%~xl (AS REQ~D) SELF-FASTENER ANGLE STEEL ttPE. ~ m OP , ~ ~ ,i.~F ~ ~ b 5 e~
Q ~ ~ _ '`°6,'„~~Y Q 4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WRH a MINIMUM OF ° v~~ .us='~., c E D7 ~'r 6 LINE WIRES WITH 12° STAY SPACING. HI II I
? (G ~ i _ F < 'Y• ~ .y 4'?' S. TURN SILT FENCE UP SLOPE AT ENDS.
U 'sue;;-:,, ~ ~ - ' ~ 6. WIRE MESH SHALL BE MIN. I J GAGE WITH MA%IMUM 12" OPENINGS. o " 8" DIP EMERGENCY - - "d''~a C - - AN HOR SKIRT _ _ RAIN IRT NOTE:
D N P N WH N: 7. WIR AN WA H T N WI R IR AN N T D O LAS E - - `~o E D S ED S O E LL BE EQU ED D O E ' - - ~ - S' MINIMUM g - ~ A, AT TOE OF SLOPES GREATER THAN 70 FEET VERTICAL (2:1 SLOPE)
B- AT DENUDED LIMRS WHERE AN UNDISTURBED BUFFER IS 50 FEET MAINTENANCE NOTES: %i:L;pcT;I'-;1'jf~;~,-' , OR LESS AWAY DIVERSION DITCH SHOULD FLOW INTO SEDIMENT BASIN ROCK CHECK DAM, OR SLOPE DRAIN
RESERVE ON-SITE g, ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE 1. FIVER BARR]ERS SHALL BE INSPECTED BY THE FINANCIALLY ' DISPOSAL AREA FOR (WITHIN 5 F7.) WHEN GRADING IS ADJAGEM TD SWIM BUFFERS RESPONS18LE PARTY OR HIS AGEM IMMEDIATELY AFTER EACH
(REFER TO SWIM BUFFER CllIDELINES). RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL DREDGED SEDIMENT ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTNE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE P T I ITY A L L
FABRIC SHALL 8E REPLACED PROMPTLY, 3, SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOS]TS REACH APPOO%~ 30,16
HALF THE HEIGHT DF THE BARRIER. ANY SEDIMENT DEPO565 REMAINING IN PLACE AFTER THE SILT FENCE 15 REMOVED SHALL BE DRESSED TO CONFORM
TO THE EXISTING CRAOE, PREPARED AND SEEDED.
T A A M NT PRA TICES MNG S
TEMPORARY SILT FENCE
T P N W ~,aa
1' THICK LAYER OF
/~57 WASHEO STONE ~ I J fl o
RIP RAP FILTER OR HOOD OR (3© ELEDAIA~E~ER38ROIFOICES NORMAL POOL ELEVATION = 735.00 EQUIVALENT FILTER !o O I ~L
TRASH RACK WEIR ELEVATION = 739.00 TOP OF POND = 740.30 TEMPORARY SEEDING FOR WARM AND COOL SEASON
0 T' THICK LAYER OF TOP pF POND OUTLET STRUCTURE
- - - ys7 wasHED sroNE A A
=11 sTQRMwATER STORAGE EARLY SUMMER SEASON STEEP SLOPES OUTLET STRUCTURE ° I
I ~ I I 1-1 - SEDIMENT FOREBAY - ~ EMBANKMENT SEEDING 2 -III- 4 4' X 4' PERMANENT CONCRETE OUTLET STRUCTURE 40 Ibs/acre of German millet 120 Ibs/acre Rye (grain) SEDIMENT STORAGE SEDIMENT STORAGE ~ AREA
I~ 1 MAx -III. -III_ 1 MAR INVERTED WATER QUALITY ORIFICE IE = 730.90 (8~ THICK WALLS) MIXTURE 80 Ibs/acre of toll fesue BO Ibs/acre tali fesue AREA OUTLET PIPE I
~I~_~ ^I_ - 3° DIAMETER ~ ELEV. 735.00 ANTI-SEEP I~_~ _ = COLLARS May 1 -August 15 October 25 -December 30 O w p OO O M ~ ~
~ -III- I I = - - - - - - - - -I I II ~ II I III V I I I II ~ II I II ~ II I I I-1111 i I-i 1i=1 i ~lil-lTl-lil-lil-1 i ~1i+-fir _ -III__ O O O O L rho o
-~1=~ _ ~-~-=~)=~~1= IE = 730.00 SE[fIING Refertilize if growth Is not fully adequate. Between December 30 -February 15, CLAY OR GEOTEXTILE LINER -III-III-III-III-III-~~I, II~~~)=~ DAIF_S add 50 Ibsj°cre of annual Kobe lespedeza. OUTLET PIPF ~ ;pedeza 'I
4" FOREBAY DRAIN WITH (1F EXISTING SOILS ARE PERMEABLE) Apply 4000 Ibs/acre show or equivalent Apply 4000 Ibs/acre strove or equivalent 0~ I - f~
SLUICE GATE OR VALVE 60 LF - 30 "RCP ®1.50 hydroseeding. hydroseeding. 12" X 12" CONCRETE FTG THE ENTIRE STONE STRUCTURE TO BE I UNDERLAID WITH WOyEN FILTER FABRIC , I
BOTTOM OF POND = 731.00 SEEDING Apply lime and fertil¢er per soil rests, or 2000 Apply Ilme and fertilizer per soil rests, or 2000 or 2000 (MIRAF! 700X OR EQUAL).
AMENDMENTS Ibs/acre limestone and 750 Ibs/acre 10-10-10 Ibs/acre limestone and 750 Ibs/acre iD-10-1D fertilizer. fertilizer. D-10-1D
SECTION A-A
P TP
R - TI N E S ~ RIP-RAP FILTER RINGS
C H SEED NG SC EDUIE N. T.S.
c~~
GENERAL NOTES: ~o•,~a
1, BMP BASIN TO BE USED AS A SEDIMENT BASIN UNTIL THE SITE IS FULLY STABILIZED.
2. TEMPORARY RISER TO BE USED DURING CONSTRUCTION (SEE DETAIL BELOW). THE
PERMANENT OUTFACE PIPE TO BE INSTALLED AT THE BEGINNING AND USED BY THE
TEMPORARY SEDIMENT BASIN AS ITS OUTFACE. GENTLE SLOPES STEEP SEOPES
3. SLOPES OF BASIN TO BE STABILIZED WITH CUREEX I VEGETATIVE MAT 1oQ Ibs/ocre tall testae
OR APPROVED EQUAE SE=SING 30 Ibs/acre Seucea lespedeza M%TURE 80 Ibs/ocre of tall fesue (unscarified after August ib) NOTES:
1 D Ibs/acre Kobe lespedeza 1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
d SEE STD. N0. 30.03 FOR GENERAL NOTES FALL: AUgUSt 25 - OCtObCf FALL: AUQUSt 25 - GCtODer 15 TDP OF DAM o DESicN veto-WATER Late winter: February 15 -April 15 Late winter: February 15 -April 15 TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. I
SPILLWAY CREST L FOR LENGTH SPILLWAY SEEDING To extend spring seeding into June, add To extend spring seeding into June, add 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WrIICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
REMOVABLE TRASH RACK I$OPTIONAL~ 1S IDS/OOfe HUBd Bermudagf055 1S IDs/OCre hulled BermudOgr055 FoR EASE IN MANTENANOE DATES s ONTp PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL I STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
WELDED To cMP RISER --urtl-voerEx PuTE Dversseding of Kobe lespedezo over fall-seeded Overseeding of Kobe lespedezo over fall-seeded >eeded 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
RISER cREST ~~Twse RACK 2 2 tall fescue is very effective. toll fescue is very effective. I r 1EMPORARY ~ (C(S5MEEP PERFORATED RISER 5. WHEN APPROPPoATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET WHEN I
SEDIMENT CLEAN 007 ELEV. 5CMEDURE BELOW) SEEDING Apply lime and feTtiiZBY per SOi Bet S, Or 4000 Apply lime and fefti liter per SOiI rests, Or 4000 (REG. NOTE-3, STD. N0. 30.051 RIP-RAP APRON AMENDMENTS IDS/a0re IimeStOne Ond 1OOD IDS/OCre 10-10-10 IDS/OCrE IImEStane Dnd 1000 IDS/a0fe 10-10-10 4000 WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN I _10_lp APPROVED SEDIMENT BASIN SEE STD. N0. 30.116. I
--PS wgSUEO fertilizer. fertilizer. ' STONE FILTER 6. COOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO I
CLEAN OU7 DISCHARGE PIPE BARREL STAKE NJ ~T~ 1 ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE I
B n Ground Cover-- Wherever land disturbing activity is undertaken on a tract comprising more than one (1) ocre, a ground D oM of BasiN ground loo' MIN.
cover sufficient to restrain erosion must be plonted or provided within 15 working days or 90 calendar days. PUBLIC STREET
• I NOTE 2 coHC. AHC~oR 30• RCP 0 1.5% (SEE BNP DETAIL ABOVE FOR INVERT INFO.)
Graded slopes and sills-- Within 15 working Boys or 30 colendar days, or completion of any phase of grading, whichever s period ~s snorter, slopes shall be plonted or otherwise provided with ground cover, devices, or structures sufficient to restroin whichever E%ISTING GROUND' I~ z I I s - t0 re5trein SOIL STABILIZATION FABRIC I
eroson. UNDER ,y5 WASHED STONE I,
DATA BLOpc RISER BARREL BARREL SEDIMENT SEpNENr 100' MIN.
DIAMETER DIAMETER SLOPE D 5 Y H 2 L STORAGE STORAGE RE°111RED PRaMDED SEEDING SCHEDULE F-
30' w' , s~ .r e o' 7w 30' aD' a D' a o' zl Soo (rF) 52.752(cF) ~ - W W G'
PERFORATION SCHEDULE PROVIDE (7) 1 INCH DIAMETER PERFDF2ATIONS AT ELEVATION 7}3.pD r i ~
NOTE: ~ U ~
I. THE RISER/BARREL SHALL BE DE9CNED TO CARRY THE 2-YEAR STORM ~N NOTE: 2 SEE STD NO 3003 FOR GENERAL NOTES 12• i _ m a
\ SUPPLEMENTAL ACCESSIBLE SIGN (R7-Se) USED IF THERE IS ONLY ONE REQUIRED ACCESSIBLE PARKIN SIGN (R7-Se) USEU IF _ _ ,
I SPACE (MUST BE VAN ACCESSIBLE) AND AT EACH ADDITIONAL REQUIRED VAN ACCESSIBLE SPACE. (SET ED ACCESSIBLE PARKING iSIBLE) AND AT EACH CCESSIBLE SPACE. (SEE
' I I STD. N0. 50.iDB) I
30.01
NERA NOT S: AccESSBLE ~sicN R~-+ N iIBLESIGN R~-Be STABILIZED CONSTRUCTION ENTRANCE
7. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND R007 MAT. THE POOL AREA SHALL BE CLEARED. I 30.11A
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, RESERVED . ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING 9 PARKING !VED . ING
' CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED 0.ND/OR RIPRAPPED. b. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS pPoGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN
DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A BUNABLE AREA IN SUCH A MANNER THAT IT WILL N01 ERODE ~ f SIGN R7-! f SIGN R7-8a IIII 1 1
4. TH TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY. ~ 3/g" (TYPICAL) E i 5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION I$ MINIMIZED. I, 1 11 1 CONSTRUCTION SEQUENCE ~
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFlED BY REGISTERED GEOTECHICAL ENGINEER. I 3/g" (TYPICAL) F , AR~~/ ~i,~ 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT. E's"s~ipN•. 9~~~
7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION. ~ ~ ~ ~ - 3 2. SET UP AN ON-SITE PRECONSTRUCTION CONFERENCE WITH THE EROSION CONTROL INSPECTOR OF THE CITY OF CHARLOTTE ENGINEERING ,
- B. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM - - r. STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD aL50 BE ORIEMED SUCH THAT THE FILTER AND THE MAIN FLOW OF waTER AND MAXIMUM PPOSITE ENDS ON THE LONGER BASIN DIMENSIpNS. ti PENALTY f SIGN R7- SEDIMENT ARE ON 0 SUM LTY f slcN RT-BD DEPARTMENT (ph. 336-a258) TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY I
g. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PEA ACRES OF DRAINAGE AREA. IF CLEAR WATER FROM UNDISTURBED AREAS IN R7-SD ~ $ 250 50 LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 18 OF THE CITY CODE AND IS SUBJECT TO FINE. 'i G EE~'',
DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS MAY BE SIZED BY DENUDED ACRES. I` p RECOMMENDED STORAGE 1S 1800 CUBIC FEET OF STORAGE PER ACRE OF DRANAGE AREA, THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE LEGEND AND BORDER - GREEN ~ o 3. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES, TREE PROTECTION AND OTHER MEASURES AS SHOWN ON PLANS, iii i,N°"„P\~5``~~ CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. //,,1~lTH 11~X~~
10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM. BACKGROUND -WHITE o N 11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES ~ 1111111
SIGN APPROVED FOR USE ~ ~ SHOULD BE PROVIDED IN THE BASIN WHERE THE LENGTH IS LESS THAN TWICE THE WIDTH. 4. CALL 336-4258 FOR ON-SITE INSPECTION BY ENGINEERING INSPECTOR. WHEN APPROVED, ENGINEERING INSPECTOR ISSUES THE GRADING PERMIT, BEGIN CLEARING AND GRUBBING AFTER PERMIT ISSUANCE. ~ ~
12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED UNDER GENERAL STATUTE ZQ-37.6 ~ ~ SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN. w FwISHED GRADE 5. MAINTAIN EROSION CONTROL DEVICES AS NEEDED. I
13. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMEIJT BASINS. w FINISHED GRP 14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS. REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
HEALTH, AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. R7-BD PENALTY SIGNS ARE REQUIRED TQ ~••s.~-.:~ : 6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
P T Y I T F N AT TH T F TH oPE SLOPE TERRAGNG wILLBE REOWRED. ACCOMPANY ALL R7-Ba PARKING SIGNS 15. FOR SLOPES GREATER THAN 10'iN LENGTH AND RO7EC ED B SL E GE E OE 0 ESL ERECTED AFTER DECEMBER 31,1990 = _ - 16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION III I~ 7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISH GRADE.
HAS BEEN GRANTED BY THE CITY/COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE CRASS HAS GERMINATED AND STABLE GROUND HAS BEEN ESTABLISHED,
17. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACE ai THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANV CHANNEL OR WATER COURSE WHERE 50' OF BUFFER 8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WTH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF AGRICULTURE, U.S SOIL CONSERVATION SERVICE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE AND THE STARITA ROAD TRACT
IS NOT PROVIDED. CITY OF CHARLOTTE ENGINEERING DEPARTMENT. CITY OF CHARLOTTE, NC
c~ ~ee~ rurs~r~~ ~r?~r~c~c~ r r, .r nn.,rn. nrnn r,,.„ n„,nr~,T,~ •„n nn~lr,~ll,nl ,r, ~i „nI~IT?,~I All rDI~C1l11.1 ~nnITDI~I nC111nCC AAIf~ CTDI I!`TIIDCC T/1111A111A17C CD(1CIIlAI
allrrlcmF_1v1nL rw%_.walvLL. y. H CONTRACTOR UILIULNILT U kUlNlllNUUUDLT VJ~11N-lll ~LL L~V~IV MISCELL4NEOW DETAILS THE E CONTRACTOR OR SHALL MAINTAIN NTAIN CLOSE CONTACT WITH THE CITY OF CHARLOTTE EROSION INSPECTOR SO THAT PERIODIC INSPECTIONS CAN
SIGN (R7-8D) BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. OWNER: PIEDMONT PROPERTIES ENGINEER.: D. KEITH RAINS P.E.
10. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. 821 BAXTER STREET SU17E 312 3333 HARMONY ROAD CHARLOTTE, NC 18202 CATAWBA, SC 19704
GENERAL NOTES-SEDIMENT BASINS '50l°c PHONE: [phone] PHONE. [phone]
30.03 DRAWN BY. CAD CHECKED BY. DKR
GENERAL N TES REVISED PER CITY OF CHARLOTTE 9-14-01 DKR RENSED PER CITY OF CHARLOTTE 8-12-04 DKR NO. DATE: 07-23-04
SCALE: - NTS . SYIfET 4 OF 5

_ _ _
4'-0" 1
1" NOTES: '
ACCESSIBLE PARKING REQUIREMENTS ACCESSIBLE slcNACE~ ACCESSIBLE ROUTE
© © © © (SEE NOTE © (SEE NOTE 3) ; , 1. WHERE A TYPE III DRIVEWAY IS APPROVED BY THE CHARLOTTE DEPARTMENT ~ P~ a o OF TRANSPORTA710N (CD07) THAT CONNECTS TO AN EXISTING SIGNALIZED ~ ~a~
TOTAL PARKING SPACES MINIMUM NUMBER MINIMUM NUMBER OF PROVIDED OF ACCESSIBLE SPACES ACCESSIBLE SPACES REQUIRED REMOVE ANY BRaNEN DR sPACwc vutlES SPACES REQUIRED TO BE VAN ACCESSIBLE SEE STD. NO INTERSECTION, OR AT A LOCATION WHERE A TRAFFIC SIGNAL INSTALLATION I
DEAD AND DISEASED LIMBS SEE LANDSCAPE PLAN ~ 50,Qg FDR 1 TO 25 1 1 DETAILS IS PROPOSED BY CDOT BASED ON A TRAFFIC IMPACT/SIGNAL WARRANT I STUDY, A FULL DEPTH ASPHALT PAVEMENT (2 IN. I-2, 6 IN. HB) IS REQUIRED.
wl~ M 26 TO 50 2 1 THIS PAVEMENT DESIGN IS REQUIRED IN THE DRIVEWAY EASEMENT (100-FOOT I MINIMUM) TO MAINTAIN DETECTOR LOOPS AND PAVEMENT MARKINGS. A TRAFHC
TYD, COLLAR ~ M"' ~ MIN, Y HT. SIGNAL WILL BE INSTALLED ONLY IF CDOT DETERMINES THAT ONE IS NECESSARY
51 TO 75 3 1 MIN. 3" LAYER BASED ON A TRAFFIC STUDY OF CURRENT CONDITIONS.
OF APPROVED NOTES: MULCH 76 TO 100 4 1 8' 8' 8' 8' 5' 8' 2. A CONCRETE GUTTER IS TO BE USED EXCEPT AT EXISTING OR PRDPOSED 1RAFFIC SIGNAL LOCATIONS. AT THESE LDCATIONS ADDITIONAL DRAINAGE REQUIREMENTS WILL BE NECESSARY
1. DMIi COLLAR AROUND EACH SHRUB a ~ 101 TO 150 5 1 VAN TO ELIMINATE THE NEED FOR GUTTER ACROSS THE DRIVEWAY CONNECTIONS. 1'-6" CURB AND GUTTER
WHEN ]RRIGATIDN SYSTEM IS PRESENT. ~S"' ° t e" ~ ~ CCESSBL Mw u, ".;r" 'Oa' ~ r~, SPACE (STANDARD N0. 10.17A) 3. THE DRIVEWAY MUST RISE 6" FROM THE GUTTER LINE TO PREVENT RUNOFF FROM
z. wsTAU roP of PLANT BALL T ~ ~ 151 TO 200 6 1 2" ABOVE ADJACENT GRADE. "P" TRENCH AROUND- ENTIRE GLANTINC BED u I 201 TO 300 7 1 ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT ENTERING DRIVEWAY. 24' MIN. .S, BUT
3. TAMP PLANTING Mtx FIRMLY EDGE of ~ _ NOT LESS THAN ONE, IS REQUIRED 70 BE VAN ACCESSIBLE. AS PIT IS FILLED AROUND PLANTING BED PLANT Mlx TAMP SOIL MIX UNDER ACCESSIBLE. 4. FOUR (4) FOOT GUTTER WILL. NOT BE REQUIRED TO DIRECT WATER ACROSS
EACH PLANT BALL EACH PLANT RALL To 3D1 TO 400 8 1 CUi ROOTS AS NECCSSARV MINIMIZE SETTLEMENT _ n /C p I/ n I r C F7 q r C n n, / C ~ [ n IT ~ q D I( n I IN CDNTAINEAIZED GIANTS- rr`1I\f\ IVY JI-111iL r~"1VL LIVI !'il\r\ IVVJ R R HAN q VARIES -MINIMUM ENTRANCE FOR 2 LANES KINGS DRIVE 1F THE DRIVEWAY GUTTER SLOPE IS G EATS T 2 a. OF TRAFFIC IS 26' FACE TO
4, SOAK EACH PLANT BALL 0.ND THAT ARE PO7 BWND 401 TD 5OO J Z PiT IMMEDIATELY AFTER _ . 5. ALL DRIVEWAYS MUST MEET THE CURRENT CITY DRIVEWAY REGULATIONS AND NCDOT REQUIREMENTS FACE OF CURB.
INSTAUATIDN. TYPICAL PLANTING BED DETAIL FOR SPACING, SIGHT DISTANCE, AND OFFSETS FROM PROPERTY LINES AND INTERSECTIONS. 0 N
501 TO 1000 2~ OF TOTAL 1 IN EVERY 8 ACCESSIBLE SPACES TRANSITION FROM 2'-6" CURB TO 1'-6" CURB AND GUTTER 1N
A o rrP. 20'-0" PER STANDARD N0. 10,20 I
sROwsERED 20 PLUS 1 FOR 1 IN EVERY S uP TD MA». tT EINAL 1001 AND OVER EACH 100 OVER 1000 ACCESSIBLE SPACES UA ~ RESERVED RESERVED i/2" EXPANSION JOINT (TYPICAL
®cENTER of aEO CRADE R7-8e ~ PARK~N~ MUTCD z,~PT ACCESSIBLE 12°x6° PARKING PARKING END OF EACH RADIUS)
SECTION 4.1.2 5 OF THE AMERICANS WITH DISABILITIES ACT ADA . R7-1 ( ~ 12"x18" M T RIGHT OF WAY I L U CD
~Exlsnnc EauAL sPACINC ~ EDGE oP SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES ~ISaeLeo cRAOE BETWEEN Au PLANrs BEON7ING RESERVED R7-8a 12"x98" I
TYPICAL 8 D M UNDING TYPICAL PLANTING BED PLAN NOTES; PARKING PASSENGER E 0 MUTCD 26' MIN.
1. ALL 12"x18" ACCESSIBLE SIGNS (R7-8a & R7-1) SHALL BE MOUNTED AT 7 FEET FROM R7_8a LoaolNc GRADE70 BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 12°x18" orJLr ACCESSIBLE RAMP -STANDARD N0. 1 D.31A OR 10.32A (TYPICAL I
SHRUB PLANT~NC BED 5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH EACH SIDE) GROOVE JOINT PER STANDARD N0. 10.178, w
PEDESTRIANS ARE NOT EXPECTED TO USE, 40.038
2, REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) REQUIRED ACCESSIBLE MAXIMUM U.S. DEPARTMENT OE TRANSPORTATION AND NORTH CAROLINA RESERVED PARKING SIGN PENALTY R7-8D > MAXIMUM 12"x9'~ 4' CONCRETE GUTTER 2'-6" CURB AND GUTTER
DEPARTMENT OF TRANSPORTATION SUPPLEMENT. $ 250 PENALTY ~ (STANDARD N0. tOJ7A) $ 250 5' (MIN.)
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN I~ A
RAMPS ARE REQUIRED AT LOADING ZONE AREA. MAXIMUM PENALTY R7-8D SEE STANDARD N0. 51 STANDARD N0. 50.10C FOR
$ 250 12"x9° SUPPLEMETAL 51GN Df 'PLEMETAL SIGN DETAIL GROOVE JOINT
E~ A
CONSTRUCTION JOIN1 OR GROOVE JOINT
SEE STANDARD N0, 50.108 & 50.10C FOR SUPPLEMENTAL SIGN DETAIL TRANSITION FROM 7" DEP1N AT LIP
TO 1D" DEPTH AT 4' CONCRETE GUTTER
NDres P LAN 1
SEE APPROVED TREE I. REMOVE eu BARRIERS UPON CDMRLETIDM DT PROJECr, PRESERVATION PLAN TOR I'~ 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS 0[ ALL iAEE PR07ECiION FENCES. A C V ~ ~ ~ V L ~ I ~ R I \ I V G A I V D REDUIRED RADIUS VV VV
OF TREE DARRIER - -~r 3. RECEA i0 COY OF CNARLOiTE 1AN05CAPE CONSTRUC710N STANDARDS SECTION otOOD "I I.~ CDR CENEAnL SPECIFICATION REGARDING TAEE PROTECTION. D1TCH Di 5~~~ Q S(%) SIDE D (f t) W ~rt> B (ft) n V STABILIZATION 1
i ND SIGNAGI STANDARDS L SLBPES FT/SEC (M-9)
~ Io.~oA
1 49.9 Cf S h5% 49.9 CFS h5% 2'~1 B.0 14 D 6.0 0.035 4.84 ERAVE~ eorTOM/sIDES W/ CHECK DAMS
10,26
I NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH ICI APRON W (f t) /e•
PLAN VIEW OF ROOT ZONE TO BE DESIGNED BY THE ENGINEER, RExER,x xD,6, 1. A CROOOE JDIM I' DEER Wlfx 1 B 81011 SHALL B[ AEOUTAED
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANIInL FOR `D FREEBOARD N +HE CONCATF SOEWALK Ai 5 MERJAI.S. ONE 1/2' h [%VANSIOx JOM wILL BE REOUIFED Ai AS' IMEAV0.S NOl 10 I r, ~ [%CFEO 50 Oxp AuiLNNC E%aAN510N/CONSfRUCl1pN JDIM IN
RIPRAP APRON DESIGN STANDARDS. ONE F007 FOP EACH - INCH OF TRUNK DNMETER 'N 4 Y~ ~ h AEQUPEO wxEA[i NE SIOEWkK JOINS nNYxAIGD S+AUCIR E. 4
oR ,/s HEIGHT of rREE 3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END FoR PRUNIND sEE wwcHEVER Is GREATER _ OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM ';LOPE OF NATIONAL ARBORIST 6' MIwMUM WIDTH 2. SIOEWAIK Al DRIKWAY EMRINDES i0 B[ 5' iHILX. Q N ~ l~•~~~ ~ 1 N101H CP SN)FWALK ON iN0A000NEPAE 51AEFI6 SHALL BF A YINIHUN OR 5'. w1mH D< SIOEW416 IN +HE CEMRAL AUSINE55
AssoannDN sRECS. FoR z' GEL TREES ~ 6' BARN MULCH, GucE 9ARK 21 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER tiR D9IRICA MLL tr OEfFAMNE? by THE CRi'/WllMi ENCINEEA. 1. Popix O< SIDEWALKS ON NON-iHpVOUCHFAAE SfAEf15 SHALL
,7~ MULCH Ai AREAS NOT CULVERT HEIGHT. DEAD TREES AND SCRUB OR UNDERO GROiECTED BY &4RRIER. PLAN caowrH sl+AU eE cur FLUSH wIrRJ 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO TIIE GRDOVE JO]NT ]N SIDEWALK RF A ulxmuw a a soEwKK to AE aouaED to ExD ov wDIUS AI IxtEASECnuc saEErs,
TREE LIMB w>ACENT CRADE. Na DRUSBINC SURFACE OF THE RECEIVING CHANNEL. THE AREA 70 BE PAVED OR I1IPRAPPED REMOMAL uLOweD UNDER DRIP uNE. SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE 6 COxCRER COIJRRESSM SfRENO+N SxYI H 5500 D51 Ix 1R D075.
Yxa' sTauDAaDS + E•xa• wuLS ~ SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL THE DR DanNCE snrETr FENCING ° APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. 1/B' WA'US JDIM SEILCR
Mar BE USED. -I I -L1- ~ ~ I I--~ 1 a to +/a" ; B (ft.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTT M III III 0 WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5;1
i/]' ENAAN5IDN JOM'1 (SF/1 M WAE WAIfRIICM) DITCH SECTbN JOINT [ILIEP
TREE 6 ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING ~h PADPOSFD WAB 3 CMEA
I X0.01 CHANNEL SHALL NOT BE ALLOWED. ~ B B II +/Z'
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON o WILL BE PERMITTED. TRANSVERSE EXPANSION vROVDSED a LONLAElE S1aEwuK JOINT IN SIDEWALK DETAILS SHOWING EXPANSION JOINTS
O IN CONCRETE SIDEWALK
9. DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC 225, NOTES', WILL BE NECESSARY UNDER RIP RAP.
7. OMIT DOLLAR AROUND EACH SHRUB 10. ANY DISTURBED AREA FROM END OF APRON TO RECEEVING CHANNEL
WHEN IRRIGATION SvSTEM IS PRESENT. MUST BE STABILIZED, NATURAL GRADE 22.5'
2. INSTALL TOP OF PLANT BALL MOUND SOIL FIRMLY VIII 10,22
2"-3" ABOVE ADJACENT GRADE. AROUND RAISED ROOT BALL MIN. 3" LAYER = 2 RIP RAP =1=
3. TAMP PLANTING MiX FIRMLY DF APPROVED ~ ~~II ° MULCH 16" III ~I IflF= A PIT I FI AROUN S S LLED D III - -1111 sEE xmE a
,:1 EACH PLANT BALL IIIL ,
4. SOAK EACH PLANT BALL AND TvP. COLLAR TOP OF ROOT BAIL 2"-3° ~IIII'lll IIi MIN. T HT. ABOVE EXISTING GRADE PIT IMMEDIATELY AFTER °'-0' DRIVCYAT WIDTH VARIES A'-0'
INSTALLATION, 4.. ~ B 1 2" EXP. JOINT 1/Z" EXP. JOINT /
5. SEE SPECIFICATIONS TOR OTHER NQTE; LAYER OF FILTER FABRIC PLANTING REQUIREMENTS. RIP-RAP TO HAVE AN AVERAGE DAMETER OF Y~ AND MAX. OF 11". ~ I
f 5„ ~ 6 MIN ~ MIN. F z ~ Y DRIVEWAYS CLASIFICATION ~ ~
a o_ SECTION B-B "V° TRENCH AROUND \ f o ~3 GROOVE JOiNT TYPE DRIVEWAYS MINIMUM MAXIMUM o w I w~
ENTIRE PLANTING BED T T ~ a On ONE-WAY TYPE II - COMMERCIAL 20' 30'
RIPRAP APRON AT PIPE OU LE EDGE OF PLANT MIX 20.23
PLANTING BED (AS SPECIFIED) ' `PLANTING STRIP TWO-WAY TYPE II - 26' 5D' PLANTING STRIP' GROOVE JOINT OR COMMERCIAL
CUT ROOTS AS NECESSARY TAMP SOIL Mix UNDER • ~ CONSTRUCTION JOINT
IN CONTAINERIZED PLANTS EACH PLANT BALL TO THAT ARE POT BOUND MINIMIZE SETTLEMENT . ~ W A A
BEVEL CURB TO MEET DRIVEWAY PAVEMENT NOTES:
TYPICAL PLANTING BED DETAIL 1.ALL CONCRETE TO BE 3600 P.S.I.
GENERAL NOTES: ELOw 5 WASHED STONE COMPRESSIVE STRENGTH.
SHRUB P~T~NG ~ET~~ 1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER. e 1/2" EXP. JOINT 1/2" EXP. JOINT I DalvLVnr wDrH VARIES 2. AT ALL DRIVEWAYS, SIDEWALKS °"-0'~ TO BE REMOVED TO THE NEAREST JOINT BEYOND
~~.05~ 2. CHECK DAMS MAY BE USED IN SLOPING DITCHES OR (SEE TABLE) NEW CONSTRUCTION OR CUT WITH A SAW I
OR CHANNELS TO SLOW VELOCITY OR TO CREATE A ET ~~'A'~?~'!~~'?r:" A AND REMOVED. SAW CUT OR JOINT TO BE PERPENDICULAR TO EDGE OF EXISTING PAVEMENT.
SEDIMENT TRAPS. a B SEE ST. N0. 10.17 FOR JOINT DETAIL.
D PLAN VIEW 3. PAY LIMITS FOR WORK DONE UNDER CITY ~1 OF CHARLOTTE CONTRACTS ARE FROM I
EXPANSION JOINT TO EXPANSION JOINT.
B DR]vEYFT uIDiH vARI[S
TOP OF CURB (SEE TABLE) ~~TOP OF CURB
PLAN NOTES: 6'
REMOVE WIRE OR NYLON TWINE FROM BALL. d 1'
2 SOAK RDDT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. 2'-0" Mm-- 3. SEE ATTACHED LANDSCAPE CONSTRUCTION STANDAR0.5 FOR OTHER IIII111//~
PLANTING REQUIREMENTS. SPILLWAY CREST SECTION A-A , FRONT EDGE OF WALK ~J R R
4. STAKING REQUIRED FOR LEANING TREES OR AS REDUIRED BY ~ # 5 WASHED W (SPILLWAY CONTRACT. SEE GENERAL NO1ES: SEC. 04100 TREE PLANTING, a/v xnon sRw STONE MIN 2~3 STREAM WIDTH PART 3 PARAGRAPH B.B. ! ovrlour-s¢ r+o,E a'suRSER Txax rRECTODUET~R ; 2O of 2 b' la 9
Rom ceawu To RIP RAP eE aT Elnlsx GReR :r KEEP umcx nwnr rROU ~ ~ FLOW
rsuus r Ta z' ra',ie' waoo swcE RunRE56 uuvwuu IAYER or umcx O OD z' +16~ 1... 1-1/4„~~ MpX. 1/4"/FT. 53 s- -2% ~
wnn cExrzeEO a/a' noEE X015 QOQQ 1, oarvEN ie uxE wnx nRm N4CIMUM rec« wn,ER O ~OQ - 1' MIN. BELOW LOWEST
eERU omsmE or acxrlu oo O Ewsx cwmE BANK LEVEL (MIN} I /i,/~ FITH R,``~\
f: -~r-S~~ 4 1111111 9
UNOISNA$D SOIL RwwT nPlpu ErcESS son nu+.xc W. ps sPECrEO) RIPRAP
SECTION B-B SECTION A-A AFJCCi~PWlIS N'I,H MORE SECTION B-B
TxW J' - ~ R[MOVF TOP I/3 BUPIAP 8' 6 ROOT ROLL DW. 6' D
nR0 axr NaLS/PINS, FTC DIES R[MOVE i0P 2/J OF WIfE A0.41(R WHERE PRESEM
RWbE Dn Bp,iOM iD SE1 BVi,PE55 P00i
ALL TREES SNAIL MEET AMERICAN STANDARD FoR NURSERY STOCK (ANSI 1990, PART 1, 'SHADE AND FLOWERING TREES TRACT STARITA ROAD
CITY OF CHARLOTTE, NC
FOR EXAMIPLE~ CIPEB HEIGHT (RANGE) MIAX. Ht GH1 MIN, ROOT BALL CIA,- MIN HLUI BALL JLVIH 2' 12-14' I6, 2A" 16" f ff CURB AND GUTTER) MISCELLANEOUS DETAILS
3 4- 6' a 32" 21" TEMPORARY ROCK CHECK DAM
TREE PLANTING 30.10 ONNER: PIEDMONT PROPERTIES ENGINEER: D. KEITH RAINS, P.E. 10.258 821 BAXTER STREET SUITE 312 3333 HARMONY ROAD
(FOR SINGLE AND MULTI-STEM TREES) 40.01 CHARLOTTE, NC 28102 CATAWBA, SC 29704 PHONE: [phone] PHONE [phone]
DRAWV BY. CAD CHECKED BY: DKR
REVISED PER CITY OF CHARLOTTE 9-14-04 DKR JOB NO. DATE: 07-2J-04
REVISED PER CITY OF CHARLOTTE B-12-04 DKR
SCALE: _ NTS SHEET 8 OF- 5